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HomeMy WebLinkAboutB17-2098 000-000-000- - - MANUFACTURED BY: Fl I 457 N. Broadway, gUTrE Joshua, TX 76058 COUNTY1-866-730-9865 ENGINEERED BY: REGULAR / A -FRAME SEP 012017 - COU TY DEVELOPMENT�������'' WIDE 20'-0". U�� ,-a �'VerI ' � 'O�e� A&AErTGIlVEERIIVG SERVICES CIYn. • STRUCTURAL OH 43623 b9lltToL41-22-198 ,g/7-a0q� CARPORT STYLE BUILDINGS A' TcL d19 -P9&19&7 • Fnc 319-9512-0O -..FB�19-292 Mr�axnginetn.wm DRAWING INFORMATION DESIGN NOTES DESIGN CRITERIA DRAWING 1NPEX PROJECT: 20'-0" WIDE DUILDINGS LOCATION: STATE OF CALIFORNIA 1. ALL CONSTRUCTION SHALL DE PROVIDED IN ACCORDANCE PREVAILING CODE: CBC 2016 (10C 2015) COVER SHEET - 1 PROJECT No.: 233-16-1206 WITH IDC 2015, OSHA, RISC 360, A5CE 7-10, AWSD 1.1 CODES USE GROUP: U (CARPORTS, DARNS) SCHEDULES & MEMBER - AND ALL APPLICABLE LOCAL REQUIREMENTS. 1. DEAD LOAD (D) D = 4 PSF SECTIONS 2 SHEET TITLE: 2. RASE CONNECTIONS SHALL BE PROVIDED AS SHOWN ON 2. ROOF LIVE/SNOW LOAD (Lr) FRAME SECTIONS & DETAILS 3-A.3-13 COVER SHEET Lr = 20 - 61 P5F FOUNDATION DETAILS SHEET. (AS PER SNOW LOAD SPACING SCHEDULES - SHEETNO.: 3. ALL MATERIALS IDENTIFIED DY MANUFACTURER NAME SEE TABLE 4) & ENCLOSURE NOTES --- 4 DRAWN BY: LAK DATE: 12/1/16 MAY BE SUBSTITUTED WITH MATERIAL EQUAL OR 3. SNOW LOAD (S) GROUND SNOW LOAD Pg = 20 - 90 PSF PURLIN & GIRT SCHEDULES 5 CHECKED BY: OAA DATE: 12/1/16 EXCEEDING ORIGINAL. IMPORTANCE FACTOR 15 = 0.8 SHEATHING OPTIONS 6 THERMAL FACTOR Ct =1.2 LEGAL INFORMATION 4. ALL SHOP CONNECTIONS SHALL DE WELDED EXPOSURE FACTOR Ce =1.0 SIDE WALL FRAMING CONNECTIONS. ROOF SLOPE FACTOR C5 =1.0 OPEMNGS _- 7 - ANY DUPUCAMON OF THI5 DRAWING IN WHOLE OR PART I5 STRIMY FORBIDDEN. ANYONE DOING 50 WILL 4. WIND LOAD (W) E EPPRO5��NEJDODUND RTH�F�M 5. ALL FIELD CONNECTIONS SHALL DE #12 (1/4'Xl') SDS DANC WIND SPEED V LT =105 -180 MPH END WALL FRAMING DAEO (ESR -2196 OR EQ). EXPOSURE C 5. SEISMIC LOAD (E) 6 OPENINGS 8 A 8 B SEAL: 6. STEEL SHEATHING SHALL DE 29GA. CORRUGATED GALV. DESIGN CATEGORY D CORNER BRACING DETAILS 9 OR PAINTED STEEL - MAIN RID HT. 3/4" (FY=80K50 OR EQ. IMPORTANCE FACTOR le =1.00 - OPTIONAL LEAN-TO ADDITION 10 �OQFZOFESS/O�Gy� F,L 7. ALL STRUCTURAL LIGHT GAUGE TURING AND CHANNELS LOAD COMBINATIONS: D FOUNDATION OPTIONS 11-A TO 11-0 ��� CIVIL G� SHALL DE GRADE 50 STEEL. 1. + (Lr OR S) 2. D + (0.6W OR t0.7E) PERMIT MAR A. m 8. STRUCTURAL TUBE T52 1/2"X21/2"-14GA.15 EQUIVALENT 3. D + 0.75 (0.6W OR t0.7E) + 0.75 (Lr OR 5) BUTTE COUNTY DEVELOPMENT SERVICE LU U-YASEIN m TO T52 1/4"X2 1/4" - 12GA AND EITHER ONE MAY BE USED IN 4. 0.6D+ (0.6W OR t0.7E) REVIEWED FOR LIEU OF THE OTHER. CODE COMPL:IAN s� C73389 OF CA1�FO�� CUSTOMER INFORMATION DESIGN LOADS BUILDING INFORMATION 9- f �RTIFICATION VALIDI OWNER: r�`^y► l_�RA ��Z GROUND SNOW: �/�jd o WIDTH: �J� FRAMETYPE: rTE A -FR.. ME ❑ REGULAR NOTICE DATE OF ISSUE: NOV 7 201 - ADDRESS: _ ✓i ROOF LIVE LOAD: LENGTH: ENCLOSURE FULL ❑PARTIAL CERTIFICATION ON THESE DRAWINGS IS DATE EXPIRES: 12/31/2018 DATE SIGNED: NOV 17 2016 BASIC WIND SPEED: � � TYPE'VALID HEIGHT: ❑OPEN FOR ONE YEAR FROM DATE OF ISSUE TABLE 2.1: MEMBER PROPERTIES •I 1 COLUMN POST I Im Mor,... . 25'X 2.5" X 14GA TUBE 1 2 ROOF BEAM 2 V' X 2.5'X 14GA TUBE 1 3 BASE RAIL 25'X 2.9'X 14GA TUBE 1 4 PEAK BRACE 2.9'X 2.5" 14GA CHANNEL 4 5 KNEE BRACES 2.5'X 1.5" 14GA CHANNEL 4 6 CONNECTOR SLEEVE 229' X 2.25" X 12GA TUBE 2 7 BASE ANGLE 2.6X 25'X 3" LG.1/4" ANGLE 10 8 PURLIN 429'X 1.5" X 18GA / 14GA HAT CHANNEL 5 9 GIRT 4.25" X 1.9'X 18GA / 14GA HAT CHANNEL 5 9A OPT. END WALL GIRT 2.5" X 1.5" 14GA CHANNEL 1 10 SHEATHING 29 GA CORRUGATED SHEET 8 11 END WALL POST 2.9'X 2.9'X 14GA TUBE 1 12 DOOR POST 25'X 2.9'X 14GA TUBE 1 13 SINGLE HEADER 25'X 25'X 14GA TUBE 1 14 DOUBLE HEADER DBL. 25'X 2.5" X 14GA TUBE 1 15 SERVICE DOOR / WINDOW FRAMING 25'X 2.9'X 14GA TUBE 1 16 ANGLE BRACKET 2" X 2" X 2" LG.14GA ANGLE 7 17 STRAIGHT BRACKET 2" X 2" X 4" LG. 14GA PLATE 6 18 PB SUPPORT 25'X 2.9'X 14GA TUBE 1 19 DIAGONAL BRACE 2" X 2"X 14 GA TUBE 3 20 GABLE BRACE 2" X 2"X 14 GA TUBE 3 21 DB BRACKET 2.9'X 25'X 6" LG. 14GA ANGLE 9 22 TRUSS SPACER 2.9'X 2.9'X 14GA TUBE 1 23 ALL FASTENERS #12 X 3/4" SELF -DRILL SCREWS (E5R-2196 OR EQ) W/ NEOPRENE/STEEL WASHER TABLE 2.2: SHEATHING FASTENER SCHEDULE • • • CORNER PANELS SIDE LAPS EDGE LAPS ELSEWHERE NEW Ift 6" C/C I MIR I 4'CIC 8" C/C FASTENER TYPE: #12X1" SELF -DRILL SCREWS (ESR -2196 OR EQ) W/ NEOPRENE/STEEL WASHER 96" THICKNESS = 29GA 29 GA CORRUGATED SHEATHING 8 SCALE: NTS aN f 2.5 r THICKNESS =14GA THICKNESS =12GA 2.5" X 2.5" 14GA TUBE�� . 2.25" X 2.25" 12GA TUBE(—,,1 SCALE:NrS ' SCALE:NrS N a 2" THICKNESS =14GA 2 X 2 14GA TUBE 3 SCALE: NTS u THICKNESS =14GA 2.5" X 1.5" 14GA CHANNELO SCALE: N175 1.50' 4.25" THICKNESS =18GA / 14GA 4.25" X 1.5" X 18GA / 14GA 5 ` HAT CHANNEL O SCALE: WS 0 0 0 o � THICKNESS =14GA STRAIGHT BRACKET/"-� SCALE: WS N ell THICKNESS =14GA DB BRACKET -;-) SCALE:NrS N u 0 THICKNESS =14GA ANGLE BRACKET 7 SCALE: N175 in N THICKNESS =1/4" BASE ANGLE 10 SCALE:NrS MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: ASA ENGINEERING CPAL - STRUCTURAL 5911 Rcnai— c Place, Suite B • Toledo, OH 49623 T.I. 419-2921983 Fu. 419-292-0955 xmvaa-engincem—n 'DRAWING INFORMATION a� 20'-O" WIDE BUILDINGS PINGS goQ NATE OF CALIFORNIA "Ai IS.: 233-16-1206 IS EETTITLE: SCHEDULES & MEMBER SECTIONS SHEETNO.: 2 / 11 ORAwN BY: LAK DATE: 12/1/16 CHECKED BY: OAA DATE: 12/1/16 LEGAL INFORMATION - ANY DUPUCAMON OF THIS DRAWING IN WHOLE OK PART 15 STRICTLY FORBIDDEN. ANYONE DOING 50 WILL BE PROSECUTED UNDER THE FULL WENT OF THE LAW. - DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE. M-YAS Q�OFESSAOmiX C73319 �F OF CA --NFO/ DATE EXPIRES: 12/3112018 DATE SIGNED: NOV 17 2016 -----_1 12 \�3 [4] PEAK BRACE SEE [2] ROOF BEAM TABLE 3-8.1 FOR LENGTH [5] KNEE BRACE - SEE TABLE 345.2 FOR LENGTH [3] BASE RAIL N [1] COLUMN P05T 19'-91/2" �TYP. A -FRAME SECTION SCALE:NrS - --`--=- --11 12 [4] PEAK BRACE SEE [2] ROOF BEAM TABLE 38.1 FOR LENGTH [5] KNEE BRAGS - SEE TABLE 38.2 FOR LENGTH [1] COLUMN POST [3] BASE RAIL 3 19'-91/2" 1L ❑ TYP. REGULAR FRAME SECTION SCALE: NTS 12 )6,. 31 - / 457 N. Broadway, [2] ROOF BEAM Joshua, TX 76058 1-866-730-9865 MANUFACTURED BY: . [5] KNEE BRACE - ATTACH W/ 1 (2) [23] FASTENERS E.5. e(6]6" LG. CONNECTOR SLEEVE - I FIELD BOLT W/ [23] FASTENERS E.5.- SEE TABLE 3-8,3 FOR NO. OF FASTENERS REQD. [1] COLUMN P05T I A. 'A' -FRAME Aflw— rIOno ®�® 12 �' B 3 F— [2] ROOF BEAM [5] KNEE BRACE - ATTACH W/ (2) [23] FASTENERS E.S. [6] 8" LG. CONNECTOR SLEEVE - FIELD BOLT W/ [23] FASTENERS E.S. - SEE TABLE 38.3 FOR NO. OF FASTENERS REGD. [1] COLUMN P05T ❑ B. REGULAR FRAME EAVE DETAIL 1 SCALE: NTS ENGINEERED BY: A&A ENGIIVEERING CML - STRUCTURAL 5911 Remimnce Place, Sure B . Toledo, OH 43!23 TeL 419-292-1993 Fac. 419.2924)95.5 mm.aa<ngioccnaom DRAWING INFORMATION PROJECT: 20'-0" WIDE BUILDINGS 01TION: STATE OF CALIFORMA fl� �44a.: 233-16-1206 _.%9EEETTITLE: AME SECTIONS & DETAILS SHEET NO.: 3-A / 11 I DRAWN BY: LAK DATE: 12/1/16 CHECKED BY: OAA DATE: 12/1/16 LEGAL INFORMATION - ANY DUPLICATION OF THIS DRAPING IN W1i0LE OR PART 15 5TRICTLY FORBIDDEN. ANYONE DOING 50 WALL BE PROSECUTED UNDER THE FULL WENT OF THE LAW. - DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE. SEAL: QROFESS/ON DM 2mOF CA\_\FO DATE EXPIRES: 12/31/2018 DATESIGNED: NOV 17 2016 [2] ROOF BEAM (413] TUBE PEAK DRACE - ATTACH WITH 1/8" WELD X 6" LONG E.S. A. PEAK DRACE TUBE SEACH KWF REAM [4] PEAK BRACE - ATTACH [23] FASTENERS E.S. (TOTAL END). MAINTAIN MIN. 1" EDGE DISTANCE AND SPACING 13. PEAK DRACE CHANNEL PEAK BRACE CONNECTION DETAILS 2 SCALE NTS FGROUNQ 500 J OOF, 1PEAKIBRACE LENGTH [2] ROOF REAM tO' 2.A [413] PEAK BRACE 3 D TUDE ❑ A. WELDED PEAK DRACE (2] ROOF BEAM bx�. MAX. 6-0" 2.13 UU � (4A] PEAK DRACE 313 CHANNEL B. CHANNEL PEAK BRACE . �� 0' TABLE 3-8.2: KNEE BRACE SCHEDULE TABLE 3-8.3 FASTENER SCHEDULE j t_.EAVEHEIGFIT`.,,., KNEE;BRACE'LENGfH: �WINVSPEEV(M�H)�NO�OFFASTENERS, ■ .1 I i• i PEAK BRACE DETAILS (D SCALE:NrS (6] 6" LG. CONNECTOR SLEEVE. FIELD DOLT W/ [23] FASTENERS - SEE TADLE 3-13.3 FOR NO OF FASTENERS READ. (3] BASE RAIL BASE DETAIL SCALE: NT5 3. [1] COLUMN POST NOTE: COLUMN POST MAY DE ADJUSTED ±V FOR LEVELING. MANUFACTURER IS NOT RESPONS113LE FOR LEVELING OF GROUND AND/OR CONCRETE SURFACE PROVIDED 13Y OTHERS. MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: A&A ENGINEERING �y� CIVII. • STRUCTURAL ON 914�e�haiva . Plum, Suite B • Toledo, OH 48523 TcL 419.292.1988 • F— 419-292-M5 ' `.; ��` www.aaKnginmrs.mm �PROJECT: �20'-C' WIPE BUILDINGS LOCATION: STATE OF CALIFORNIA PROJECT NO.: 233-16-1206 SHEET TITLE ®� FRAME DETAILS I qE NO.: 3-[3/11 d)RAWN BY: LAK DATE: 12/1/16 CHECKED BY: OAA DATE: 12/1/16 LEGAL INFORMATION - ANY DUPLICATION OF THIS DRAWING IN WI10IE OR PART 15 STRICTLY FORBIDDEN. ANYONE DOING SO WILL BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. - DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE. SEAL: Q�OFES8104 CIVIL X6`2 AMAR A. m SBU-YASEIN ;rr C73389 �q `F OF CA-vfF/ DATE EXPIRES: 12131/2018 DATESIGNED: NOV 17 2016 TARI F 4• F2AMF CFAr.lMr, C;r. F:r)111 F NOTES: 1. FRAME SPACINGS ARE IN UNITS OF INCHES ON). 2. WHERE TWO VALUES ARE SHOWN, THE HIGHER VALUE CAN ONLY BE USED FOR VERTICAL SHEATHING. 3. SNOW LOADS AND ROOF LIVE LOADS ARE IN POUNDS PER SQUARE FOOT (PSF). WIND SPEED 15 3 SEC. GUST IN MILES PER HOUR (MPH). w0a 4. FOR VALUES THAT LIE BETWEEN TWO CELLS, THE HIGHER (MORE STRINGENT) VALUE HAS TO BE USED. INTERPOLATION BETWEEN CELL515 NOT ALLOWED. P�x Y GENERAL ENCLOSURE NOTES: 1. TYPICAL ENCLOSED AND OPEN BUILDINGS ARE AS SHOWN ON THE RIGHT. •2. THE MAX. DUILOING LENGTH FOR ENCLOSED BUILDINGS IS 50'-O". THIS CAN DE INCREASED DY ADDING A DOUBLE FRAME AT THE CENTER TO BREAK THE LENGTH OF THE BUILDING. 3. FOR ENCLOSED BUILDINGS, ONE END WALL CAN DE OPEN IF THE OTHER END WALL 15 ENCLOSED. THE OPEN END WALL MUST HAVE EITHER GABLE FRAMING (SEE SHEET 8A) OR A DOUBLE END FRAME. 4. OPEN BUILDINGS CAN HAVE PARTIALLY ENCLOSED SIDE WALLS UP TO 3' ENCLOSED. 5. ENCLOSED BUILDING WITH PARTIALLY ENCLOSED END WALLS NEED TO HAVE 51DE WALL BRACING TO SUPPORT THE PARTIALLY ENCLOSED END WALL. SEE SHEET 9 FOR TYPICAL. BRACING DETAILS. TYP. ENCLOSED BUILDING SCALE:Nr5 TYP. OPEN BUILDING SCALE: NTS MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: A&A ENGIlVEERING CIVIL - STRUCTURAL 5911 Remimnm Place, Suite B • Toledo, OH ,= TeL 419-292-1983 • Pae 419.292-0955 . mvw.an<nginc r;=cn DRAWING INFORMATION PROJECT: 29-0" WIDE BUILDINGS LOCATION: STATE OF CALIFORNIA PROJECT NO.: 233-16-1206 SHEET TITLE: SPACING SCHEDULES & ENCLOSURE NOTES . SHEET NO.: 4/11 INBY: LAK DATE: 12/1/16 WECKED BY: OAA DATE: 12/1/16 LEGAL INFORMATION O DUPUCATION OF THIS DRAWING IN WHOLE OR ARi I5 STRICTLY FORBIDDEN. ANYONE DOING 50 WILL BE PROSECUTED UNDER THE FULL WENT OF THE LAW. - DRAWINGS VALID UP TO 1 YEAR FROM DATE OF ISSUE. SEAL: MA(BU-YASEIN QILOFESS/Om t C73381 L�P �F OF CAS \FOF'- DATE EXPIRES: 12/31/2018 DATESIGNED: NOV 17 2016 GROUND SNOW / ROOF LIVE LOAD (PSF) o r r WINE o' r WIND SPEED (MPH) WIND SPEED (MPH) ❑105 ❑ 115 0130 0140 ❑ 155 0165 0180 X05 ❑ 115 ❑130 ❑140 0155 0165- ❑180 e 040/27 60 60 54/60 54 42 36 36 1. 60, - 154/60; 148/60 1 42/54'e T 36/42, s'36 ' '36 48/60 48/60 42/60 42/54 42 36 36 It 48' ' : 48.' „ f 42/48 L42/4&.1 36/42 i • '°36 "� —36 ' 050/34 40/48 40/48 40/48 40/48 40/42 36 36 f'40/42 " ' 40/42 1.40/42 , i 40/42 `. ;, 36/42 ; ' -.36 36: ? • 060/41 36/42 36/42 36/42 36/42 36/42 36 36 1 36,,-- 36 r''36 36 1 + 36' 36'. 36 • • • 070/47 0&0/54' 090/61 32/36 32/36 32/36 32/36 32/36 32/36 30 i _ 30 } ' ;30' ` ^ 30 _' 30--' r 30 ''30 30: 30 30 1 30 30 1 30 30 30 ,24 •` . 24 ' •, 24 124-1 - 24 .' 24 24. 24 24 24. 24 24 24 24 ,18 18-_ , ' 18 . ' 18 ; ; ,18 18 `18 ' • 0 / 20 040/27 60.: 60 7 :54/60; ' • 54 48, -; 42/483. 1. 42 1 60 54/60 48/60 42/54 36/48 36/48 36/42 "48/60' 4&/60, . 42/60' . 42/54' 42/481 42/48, - _ 42 • 4 48/54 48/54 42/54 42/54 36/48 36/48 36/42 050/34 40/48 { 40/4&..40/4& 40/4&.'40/450 , 40/48, 40/42 1 40/42 40/42 40/42 40/42 36/42 36/42 36/42 • [160/41 .36/42 A 4,36/42. 36/42 ' '36/42, 36/42t,36/42'136/42'1 36 36 1 36 36 36 36 36 • 070/47 --32/36,1 +32/36'i ; 32/36 11 32/36-' `32/36 132/36., 132/36 1' 30 30 30 30 30 30 30 0&0/54 301': 30 30 30 ' .30 ± ' 30 r' ;. , 30' 1' 30 30 30 30 30 30 30 090/61 24? " "' 24 24. '24, :�*' 24'- 24— � 1. 24- 24 24 24 24 24 24 24 030/20 60 60 54/60 54 48 42/48 42 60 " 154/604'4&/60 42/54: "36/481 736/48 36/42.1 1 040/27 050/34 ❑60/41 060/41 48/60 48/60 42/60 42/54 42/48 42/48 42 413/50 z ' 48/60: 42/60" .42/54'."`36/4&1 : 36/48 -;36/42 40/48 40/48 40/48 40/48 40/48 40/48 40/42 6/42 - 40/48'- r4O/48 , ' 40/48 40/40 .36/45f '36/4&. ` 36/42- 36/42 36/42 36/42 1 36/42 36/42 36/42 36/42 36/42,: G36/42, 36/42 '36/42 • '36/42 1 36/42'1 36/42 . 070/47 0&0/54 090/61 32/36 32/36 32/36' 32/36 32/36 32/36 32/36 1 32/36 "!32/36., .. `32/36: '32/36, ,- 32/36 tl ;:32/36 32/36 30 30 30 30 30 30 1 30 1 30 : i 30 30 30 1301 , - 30 30 24 24 24 24 24 24 24 24 r .24` " 24 24. _, . 24' 1 � 24 ; 24 NOTES: 1. FRAME SPACINGS ARE IN UNITS OF INCHES ON). 2. WHERE TWO VALUES ARE SHOWN, THE HIGHER VALUE CAN ONLY BE USED FOR VERTICAL SHEATHING. 3. SNOW LOADS AND ROOF LIVE LOADS ARE IN POUNDS PER SQUARE FOOT (PSF). WIND SPEED 15 3 SEC. GUST IN MILES PER HOUR (MPH). w0a 4. FOR VALUES THAT LIE BETWEEN TWO CELLS, THE HIGHER (MORE STRINGENT) VALUE HAS TO BE USED. INTERPOLATION BETWEEN CELL515 NOT ALLOWED. P�x Y GENERAL ENCLOSURE NOTES: 1. TYPICAL ENCLOSED AND OPEN BUILDINGS ARE AS SHOWN ON THE RIGHT. •2. THE MAX. DUILOING LENGTH FOR ENCLOSED BUILDINGS IS 50'-O". THIS CAN DE INCREASED DY ADDING A DOUBLE FRAME AT THE CENTER TO BREAK THE LENGTH OF THE BUILDING. 3. FOR ENCLOSED BUILDINGS, ONE END WALL CAN DE OPEN IF THE OTHER END WALL 15 ENCLOSED. THE OPEN END WALL MUST HAVE EITHER GABLE FRAMING (SEE SHEET 8A) OR A DOUBLE END FRAME. 4. OPEN BUILDINGS CAN HAVE PARTIALLY ENCLOSED SIDE WALLS UP TO 3' ENCLOSED. 5. ENCLOSED BUILDING WITH PARTIALLY ENCLOSED END WALLS NEED TO HAVE 51DE WALL BRACING TO SUPPORT THE PARTIALLY ENCLOSED END WALL. SEE SHEET 9 FOR TYPICAL. BRACING DETAILS. TYP. ENCLOSED BUILDING SCALE:Nr5 TYP. OPEN BUILDING SCALE: NTS MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: A&A ENGIlVEERING CIVIL - STRUCTURAL 5911 Remimnm Place, Suite B • Toledo, OH ,= TeL 419-292-1983 • Pae 419.292-0955 . mvw.an<nginc r;=cn DRAWING INFORMATION PROJECT: 29-0" WIDE BUILDINGS LOCATION: STATE OF CALIFORNIA PROJECT NO.: 233-16-1206 SHEET TITLE: SPACING SCHEDULES & ENCLOSURE NOTES . SHEET NO.: 4/11 INBY: LAK DATE: 12/1/16 WECKED BY: OAA DATE: 12/1/16 LEGAL INFORMATION O DUPUCATION OF THIS DRAWING IN WHOLE OR ARi I5 STRICTLY FORBIDDEN. ANYONE DOING 50 WILL BE PROSECUTED UNDER THE FULL WENT OF THE LAW. - DRAWINGS VALID UP TO 1 YEAR FROM DATE OF ISSUE. SEAL: MA(BU-YASEIN QILOFESS/Om t C73381 L�P �F OF CAS \FOF'- DATE EXPIRES: 12/31/2018 DATESIGNED: NOV 17 2016 o z, TABLE 5.1: PURLIN SPACING SCHEDULE GROUND SNOW / ROOF LIVE LOAD (PSF)❑ - WIND SPEED (MPH) ❑ ❑ ❑ ❑ ❑ 46 115 130 140 155 165 180 X30 / 20 ❑ 40/27 0 50 / 34 060/41 070/47 0 80/54 090/61 54 48 142136 30 124 1 24 42 42 42 36 30 24 24 40 40 40 36 30 24 24 36 36 36 36 30 24 24 32 32 32 32 30 24 24 30 30 30 30 30 24 24 24 24 1241 24 24 24 24 030/20 ❑ 40/27 050/34 060/41 070/47 ❑ 80 / 54 090/61 , 54' F48' f 42 i -42, 136. !L,301 "30' '42t 42, 42,6421F361'130:+301 , 401.40i C46, L401 i 36'4301 � 301 j36! '36; i36 ;364!36-130i 130i ;301 32 .' 1321 32, i3211132'11301130. 32' '32; `32' `32. 132"s i30. '30` P 30 j .30: 00: 30: I-30: ,`• 30} ; 301 0,30/20 040/27 ❑ 50/34 0 60 / 41, ❑ 70/47 ❑ 80 / 54 1190/61 54 48 42 42 36 36 30 42 42 42 42 36 36 30 40 40 40,40 36 36 30 36 36 36 36 36 36 30 32 32 32 32 32 32 30 32 32 32 32 32 32 30 30 30 30 30 30 30 30 13,30/20 ❑ 40/27 050/34 ❑ 60/41 ❑ 70/47 ❑ 80/54 090/61 '54`;748.1421'421 3611361130; '42 i 142' T421 •421 36'111,36f 'C30; 40.. 40, (40L 1'40,36 136 , 30! 36e136i,1361.;361t36 1361130, 32, X32,''32! 132:'32' 132.''30 ,32,,'32 ,32, 321,-32 {32!;30; 130' ;30 :30 .301 +30!'I,301' 1.30x' 030/20 040/27L5O/ 54 48 42 42,36 36 30 42 42 42 42 36 36 30 40 40 40 40 36 36 30 36 36 36 36 36 36 30 32 32 32 32 32 32 30 32 32 32 32 32 32 30 30 30 30 30 1 30 1,30 1 30 MANUFACTURED BY: TABLE 5.2: GIRT SPACING SCHEDULE �R�C FRAME SPACING W.S=mmmmmmm -05115 WIND _- SPEED IV 14003'r55�165,�180- (MPHI -ate!' d� mil �oommmmm ■ r.�mmmmmmm ■ • • • mmmmmmm - 457 N Broadway NOTES: Joshua, TX 76058 1. GIRT SPACING UNITS ARE IN INCHES. 2. THIS SCHEDULE 15 TO DE USED FOR BOTH -866-730-9865 - 14GA AND 18 GA PURLINS. ENGINEERED BY: , 3. FRAME SPACING NEEDS TO DE DETERMINED ' FROM TADLE 4. A&A ENGINEERING . C1YII. • STRUCT'URAL • S911 Rc.,L...,.,,.• fta , Suite R • Takda, OH 43623 Tel. 419-292-1983 • Ftu. 419-2920955 Y - %"—ng ne—m DRAWING INFORMATION -,--- - M _� - . ` -- �. y - - •' - -�-..- - v - -'- PROJECT: 2O' -O" WIDE BUILPiNGS . LocnnoN: STATE OF CALIFORNIA PROJECT No.: 233-16.1206 _ SHEET TITLE: PURLIN & GIRT SPACING SCHEDULES • SHEETNO.: 5/11 DRAWN BY: LAK DATE: 12/1/16 HECKED BY: OAA DATE: 12/1/16 v� F; LEGAL INFORMATION ` DURICATION OF THI5 DRAWNG IN W1fOlE OR `AR715 STRICTLY FORBIDDEN. ANCONE DOING 50 WILL p� 05ECUTED UNDER THE FULL HENT OF THE LAW. �NG5 VALID UP TO I YEAR FROM DATE OF 155UE. j • Q�aLOFESS, CIVIL NOTES: _ yZ 1. PURLIN SPACING UNITS ARE IN INCHES. 2. FRAME SPACING NEEDS TO 5E DETERMINED FROM TADLE 4. "' W MAR A. m r U-YASEIN �Y C73389 �0 • TF OF CAL\FOS • DATE EXPIRES: 'I 2/37/2078 ., DATESIGNED: NOV 17 2016 ❑ TYP. HORIZONTAL SHEATHING SCALE: NT5 r [8] PURLINS pT G,P��tiye�F M�a4�\\lam LIti�. [9] GIRTS - -- s—� XTYP. VERTICAL SHEATHING SCALE: NT5 - - - - - 1. RGVUUNN .71 1 LC VUILVIIYVJ V nfl ONLY HAVE HORIZONTAL SHEATHING ON ROOF AND WALLS. 2. A—FRAME STYLE 6UILDING5 CAN HAVE ANY COMBINATION OF HORIZONTAL OR VERTICAL SHEATHING ON ROOFS AND WALLS. 3. BOTH HORIZONTAL AND VERTICAL5 ROOF SHEATHING CAN HAVE MAX. 6" OVERHANG. 4., USING VERTICAL SHEATHING MAY ALLOW FOR GREATER FRAME SPACING. SEE NOTE 2 UNDER TABLE 4. MANUFACTURED BY: F1 I Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: A&A ENGINEERING C1YII. - STRUCPURAL 5911 Rcnai3mm Place, Sui" D • Toledo, OH 43623 T.I. 419-292-IQU I= 419-2924955 wrw.oaangincers.mm DRAWING INFORMATION PROJECT: 201-0n WIDE BUILDINGS Y LOCATION: STATE OF CALIFORNIA PROJECT NO.: 233-16-1206 of SHEETTITIE: V LE 22 FOR SHEATHING OPTIONS � �� a NEP SCHEDULE %- & DETAILS [10] SHEATHING SHEET NO.: 6/11 [10] SHEATHING —J/ J [11] END WALL POST ATTACH PURLIN5 TO _ r ROOF REAMS W/ (2) DRAWN BY: LAK DATE: 12/1/16 SEE TABLE 2.2 FOR � [23] FASTENERS [8]PURLINS CHECKED BY: OAA DATE: 12/1/16 FASTENER SCHEDULE INFORMATION TYP. HORIZONTAL SHEATHING DETAILS ROOF VERTICAL SHEATHING DETAILSLEGAL DONE I�� OWIILL SCALE: NT5 SCALE: NT5 PART IS STRICTLY FORBIDDEN. BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. ""` " • �'� - —• - 3 _ -� ,, •Y "^"1 x' -Q - "j - DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE. �' ATTACH GIFTS TO P05TS (� " { L ; 1 •I ; SEAL: W/ (2) [23] FASTENERS i S [16] ANGLE CLIP. SECURE TO RpFES$ /pAv DOOR POST AD SASE RAIL} [10] SHEATHING W/ (4) [23] FASTENERS ES. CIVIL (10) SHEATHING . I OMAR A. m SEE TABLE 22 FOR E ' U-YAS EI N SEE TA13LE 22 FOR• ' I FASTENER SCHEDULE I I•. �� FASTENER SCHEDULE ±� ; p- a C73389 S [9A] END -WALL GIRTS ii ? } ° , �.' , [9]GIRTS _• . k.��__ - F OF CA\ -f WALL VERTICAL SHEATHING - TUBE DETAIL WALL VERTICAL SHEATHING - HAT CHANNEL DETAIL(---*'� DATEEXPIRES: 12/31/2018 SCALE NTS ✓ SCh: NTS DATESIGNED: NOV 17 2016 % ,it 1 4�1� ,k'I CLEAR DAY EACH SIDE OF OVERHEAD DOOR OPENING & AT DUILDING CORNERS ❑ SIDE WALL OVER HEAD DOOR OPENINGS SCALE: NTS SERVICE POOR(S) TO DE LOCATED PER CUSTOMER REQUIREMENTS ZED OW �gSIPE WALL SERVICE DOOR / WINDOW OPENINGS GALE: NT5 SIDE WALL FRAMING NOTES: [12] DOOR POST [6] 6" LG. CONNECTOR SLEEVE. FIELD DOLT W/ [23] FASTENERS - SEE TADLE 3-D.3 FOR NO. OF FASTENERS REQD. .a • [5] RASE RAIL DOOR POST BOT. CONN. DETA!Lo SCALE:Nr5 ' [15] WINDOW FRAMING [16] ANGLE CLIP. SECURE TO COLUMN POST AND HEADER W/ (4) [23] FASTENERS E.S. TYP. WINDOW FRAMING 2 CONN. DETAIL SCALE NFS [6] 6" LG. CONNECTOR SLEEVE. FIELD DOLT W/ [23] FASTENERS -SEE TADLE 3-5.3 FOR NO.OF FASTENERS REQD. [t] COLUMN POST ADOVE HEADER [14] DOUDLE HEADERp 1/8" FILLET -1-1/2" LG. @ 12 C.0 STITCH WELD DOTH SIDES STAGGERED-TYP COLUMN POST ABOVE POOP, HEADER CONN. DETAIL SCALE: NTS [15] ANGLE CLIP. SECURE TO COLUMN POST AND SERVICE DOOR /WINDOW FRAMING W/ (4) [23] FASTENERS E.S. [15] SERVICE DOOR / WINDOW FRAMING [1] COLUMN POST [15] ANGLE CLIP. SECURE TO COLUMN P05T AND HEADER W/ (4) [23] FASTENERS E.S. [14] DOUBLE HEADER 1/8" FILLET -1-1 /2" LG. @ 8' C.0 STITCH WELD DOTH [I] COLUMN POST SIDES STAGGERED - TYP. TY P.- SERVICE DOOR / WINDOW(4 FRAMING CONN. DETAIL SCALE NTS [12] DOOR POST [6] 6" LG. CONNECTOR SLEEVE. FIELD DOLT W/ [23] FASTENERS - SEE TADLE 3-D.3 FOR NO. OF FASTENERS REGD. COLUMN POST ABOVE DOOR HEADER CONN. DETAIL SCALE:NrS 1. DESIGNS AND DETAILS SHOWN HERE ARE A17PLICA13LE TO BOTH REGULAR AND A -FRAME STYLE DUILDINGS. 2. MAX. HEIGHT OF SIDE WALL DOOR OPENINGS DEPENDS ON POST LENGTH NEEDED TO ACCOMMODATE KNEE DRACES. 3. OVERHEAD DOOR OPENINGS CANNOT CUT THROUGH MORE THAN 2 FULL FRAMES. 4. MIN.1 CLEAR DAY MUST DE MAINTAINED DETWEEN ANY 2 OVERHEAD DOOR OPENINGS. A CLEAR DAY IS A SPACE DETWEEN TWO FRAMES THAT HAS NO OVERHEAD DOOR OPENINGS. 5. MIN.1 CLEAR DAY MUST ALSO DE MAINTAINED FROM THE DUILDING CORNERS. 6. SERVICE DOORS AND WINDOWS CAN DE PLACED IN CLEAR DAYS OR ANY WHERE ELSE AS NEEDED. MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: 7-10 A&A ENGINEERING CIVIL • STRUCTURAL e4sancc 911 R—iPL ic, Suite R • T.I.do, OH -13M �1. 419.492.1983 ..F-. 419-2924955 1 �mwaaanginccrsmm -DRA WING INFORMATION p E C -O" WIDE BUILDINGS 'LOCATION: STATE OF CALIFORNIA PROJECT NO.: 23-16-1206 SHEET TITLE: SIDE WALL FRAMING & OPENINGS SHEETNO.: 7 / 11 DRAWN BY: LAK DATE: 12/1/16 I CHECKED BY: OAA DATE: 12/1/16 1 LEGAL INFORMATION - ANY DUPUCATION OF THIS DRAWING IN WHOLE OR PART 15 5TRICILY FORBIDDEN. NODNE DOING 50 WILL BE PROSECUTED UNDER THE FULL WENT OF THE LAW. - DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE- SEAL: SSUE SEAL: - OFESS/0 CIVIL MAR A. m (BU-YASEIN ; C73389 �F OF CAL�FO/ DATE EXPIRES: 12/31/2018 DATE SIGNED: NOV 17 2016 SEE TABLE &-A1 FOR MAX END WALL POST SPACING MIN. 12" CORNER 0 OFFSET 1 I �d MIN. 12" CORNER OFFSET III II 2 8 5 O�\oZMIR123ErWEEN OPENINGS i SEE T END " ❑ END WALL GABLES SCALE:Nr5 '2 KEND WALL OVER HEAD DOOR OPENINGS _ SCALE Nis SEE TABLE 8-91 FOR MAX END WALL POST SPACING � 8-B OPENING SIZED TO FIT WINDOW SERVICE DOOR(5) TO BE LOCATED PER CUSTOMER REQUIREMENTS SEE TABLE FOR MAX. END WALL P05T05T SPACING 5 4 aB cn ❑ END WALL SERVICE DOOR AND WINDOW OPENINGS SCALE:NT5 END WALL FRAMING NOTES: 1. DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO BOTH REGULAR AND A -FRAME STYLE BUILDINGS. 2. MIN. 12" CLEARANCE MUST DE MAINTAINED BETWEEN ANY TWO OPENINGS (OVERHEAD DOOR OR SERVICE DOOR) AND FROM CORNERS. 3. SERVICE DOORS AND WINDOWS CAN BE PLACED AS NEEDED. 4. DIAGONAL BRACES NEED TO BE ADDED FOR PARTIAL END WALL ENCLO5URE5.5EE SHEET 9 FOR DIAGONAL BRACE CONNECTION DETAILS. SEE NOTE 4 ®®� ❑ PARTIAL END WALL FRAMING SCALE: W5 TABLE &-A.1: END WALL POST c;PAC,INr q(NFDIJI F •»— --� WIND,SP,EEC (MPHR ■ T-EAVEIIEi6Hr UP�yT0;7 c8T09p�i�90t0�12, MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: A&A ENGINEERING CIVD. - STRUCTURAL S911 Renaissance Plam, Suite B . Toledo, OH 43623 Td 419 -292 -1993.F -41,9-M-0955 --nv. cncom DRAWING INFORMATION PROJECT: 20-0" WIDE DUILDINGS LOCATION: STATE OF CALIFORNA PROJECT NO.: 233-16-1206 SHEET TITLE: END WALL FRAMING SHEET NO.: &-A / 11 DRAWN BY: LAK DATE: 12/1/16 CHECKED BY: OAA DATE: 12/1/16 LEGAL INFORMATION - ANY DUPLICATION OF THIS DRAWING IN WHOLE OR PART 15 STRICTLY FORBIDDEN. ANYONE DOING 50 WILL BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. - DRANINGS VALID UP TO I YEAR FROM DATE OF ISSUE. SEAL: Q �OFESS10 CIVIL �t�`2 MAR A. m \BU-YASEIN � C73389 �Q `F OF CAL\FOS DATE EXPIRES: 12131/2018 DATE SIGNED: NOV 17 2016 [12] DOOR POST (17] STRAIGHT BRACKET [16] ANGLE BRACKET. SECURE TO DOOR POST SECURE TO DOOR P05T AND BASE RAIL W/ (4) AND BASE RAIL W/ (4) [23] FASTENERS [23] FASTENERS [3] BASE RAIL DOOR POST BASE RAIL CONN. DETAIL SCALE: NTS . [3] SIDE WALL DA5E RAIL [1) COLUMN POST [6] 6'L& CONNECTOR SLEEVE [16] ANGLE BRACKET. SECUR TO DOOR POST AND RASE RAI W/ (4) (23] FASTENER; [3] END WALL BAS_ ...._ CORNER DETAIL SCALE. NTS [11] END WALL POST [16] ANGLE BRACKET. SECURE TO DOOR POST AND RASE RAIL W/ (4) [23] FASTENERS E.S. [3] BASE RAIL [11] END WALL POST [15] ANGLE CLIP. SECURE TO END WALL POST AND DOOR / WINDOW FRAMING W/ (4) [23] FASTENERS E.S. [15] SERVICE DOOR /4 WINDOW FRAMING TYP. SERVICE DOOR / WINDOW 6 FRAMING CONN. DETAIL SCALE: NrS END WALL POST - BASE 3 RAIL CONN. DETAIL [2] ROOF BEAM (16] ANGLE BRACKET. SECURE TO DOOR POST AND BASE RAIL W/ (4) [23] FASTENERS E.S. [17] STRAIGHT BRACKET. SECURE TO DOOR POST AND BASE RAIL [11] END WALL POST W/ (4) [23] FASTENERS OR [12] DOOR POST END WALL POST - ROOF BEAM CONN. DETAIL SCALE: Nr5 4 [11] END WALL POST ABOVE HEADER [15] ANGLE CLIP. SECURE TO DOOR P05T AND BASE RAIL W/ (4) [23] FASTENERS E.5. [13] SINGLE HEADER END WALL POST ADOVE HEADER CONN. DETAIL 5 SCALE: NTS [11] END WALL POST — [15] ANGLE CLIP. SECURE TO DOOR POST AND RASE RAIL W/ (4) [23] FASTENERS E5. (13) SINGLE HEADER - HEADER - END WALL POST CONN. DETAILO SCALE:NrS [15] ANGLE CLIP. SECURE TO HEADER AND COLUMN POST W/ (4) [23] FASTENERS E.S. [13] SINGLE HEADER [11] COLUMN POST AT GABLE HEADER - CORNER POST CONN. DETATLK:1 SCALE: Nf5 [11] END WALL P05T [14] DOUBLE HEADER POST ABOVE HEADER [15] ANGLE CLIP. SECURE TO DOOR POST �� AND BASE RAIL W/ (4) �® (23] FASTENERS E5. N1 ®� 1/8" FILLET -1 @ 8" C.0 STIT„ v WELD BOTH SIDES STAGGERED-TYP. END WALL POST ABOVE DOLL LE HEADER CONN. DETAIL SCALE: NTS - [11] END WALL POST 051 ANGLE CLIP. SECURE TO DOOR P05T AND BASE RAIL W/ (4) [24] FASTENERS E.S. [14] DOUBLE HEADER 1/8" FILLET -1-1/2" LG. 0 8" C.0 STITCH WELD BOTH SIDES STAGGERED - TYP. DOUBLE HEADER - END WALLA POST CONN. DETAIL V SCALE Nr5 MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: ASA ENGINEERING CrvH. • STRUCTURAL 5911 Rctuit oce PLu , Suim B • Tokdo, OH 45623 TcL 419-292-1993 • Fay. 419.292-0955 xmvaa<ngincetsmtn DRAWING INFORMATION PROJECT: 201-0" WIDE BUILDINGS LOCATION: STATE OF CALIFORNIA PROJECT NO.: 233--16-1206 SHEET TITLE: END WALL FRAMING ,V � owh' DETAILS ET NO.: 5-13/11 DRAWN BY: LAK DATE: 12/1/16 CHECKED BY: OAA DATE: 12/1/16 LEGAL INFORMATION - ANY DUFUCAMON OF THIS DRAWING IN WHOLE OR PART IS STRICTLY FORBIDDEN. ANYONE DOING 50 W11L BE PR05ECUIED UNDER THE FULL WENT OF THE LAW. - DRAWINGS VAUD UP TO I YEAR FROM DATE OF 65UE. SEAL: Q�OFESS/O� 9 CIVIL �<`2 G, �OMAR A. m SBU-YASEIN x C73389 �S �F OF CAS\FO/ DATE EXPIRES: 12131/2018 DATESIGNED: NOV 17 2016 CONCRETE SLAG FOUNDATION NOTES: III �'�il 1. DESIGNS SHOWN ON THIS SHEET ARE FOR CONCRETE SLAB III \\ III ANCHOR - SEE FOUNDATION. ANY OF THE FOUNDATIONS SHOWN ON 5HEET511-A \\ III MIN. 4" A THRU D CAN BE USED. 2 2. EITHER OPTION 1 'EDGE OFFSET OR OPTION 2 'NOTCHED EDGE 11-A W6X6 6/6 WELDED • DETAIL CAN BE USED. III �I 3. FOR OPTION 1 THE MIN. SLAG SIZE SHALL BE EQUAL TO THE o[ MANUFACTURER OUTSIDE DIMENSIONS OF THE BUILDING PLUS 5" EACH DIRECTION. (3) #4 REBAR CONT. III 3. FOR OPTION 2 THE MIN. SLAB SIZE SHALL BE EQUAL TO THE SIDE DIMENSIONS OF THE 6UILDING DIMENSIONS. 4. CONCRETE ANCHORS SHALL BE LOCATED NEXT TO EVERY POST AND ON EITHER SIDE OF OPENINGS. TWO ANCHORS SHALL BE 1y INSTALLED AT CORNER OF ENCLOSED DUILDING5 WITH END WALLS 2p� - ONE ON EACH BASE RAIL. 5. CONCRETE ANCHORS CAN BE ANY ONE OF THE OPTIONS MENTIONED IN TABLE 11-A.1. 6. DEPTH OF SLAB TURN DOWN FOOTING SHALL 6E GREATER THAN CONTROL JOINTS SPACED AT MAX. 20'-0" D.C. FROST DEPTH SPECIFIED PER LOCAL CODE. 7. CONTROL JOINTS SHALL BE PLACED 50 A5 TO LIMIT MAX. SLAB CONCRETE SLAB FOUNDATION SPANS TO 20' IN EACH DIRECTION. U. ASSUMED SOIL Dr -AKIN -7 CAPACITY 1S TO BEA MIN. OF 1500 PSV. SCALE: NTS 6 l�_ 6UILDING POST 9. CONCRETE STRENGTH TO DE A MIN OF 2500 PSI @ 28 DAYS. ✓ BEYOND TABLE 11-A.1: CONCRETE TABLE 11-A.2: NOTCH WIDTH i — i 2" WIDE X 1" DEEP SLAB ANCHOR SCHEDULE •' • •' , NOTCH ALONG P, - r • - ❑ 14GA ❑ 12GA ❑ 14GA GA N OVERHEAD DOOR STO TO 140' 1/2"0 X T' 2 3/#' 2 7/8" 13/#' 17/81' , .' AND SLOPE TO 2" 180 5/6'0 X 7' DEPTH 15 T0. BE 11/2" OVERHEAD DOOR NOTCH DETAIL MAX. 6" SCALE: NTS a' 1. ANCHORS ARE BASED ON ESR -2526 REPORT. ANCHOR - SEE [1] COLUMN POST L L EXPANSION ANCHORS, WEDGE ANCHORS OR TABLE 11-A1 (3] BASE RAIL ADHESIVE ANCHORS MAY DE USED AS LONG AS T Y MEET OR EXCEED THIS REPORT \I/ OR - SEE T -,At HE J _ LU �Ov`�� 2. MIN. EMBEDMENT DEPTH TO 6E 4. q<N oty- 3. ANCHORS TO 6E SPACED NO MORE THAN 6" �►w ` . FROM POSTS. 4. ALL ANCHORS TO DE A307 EQUIVALENT OR d •'� e o"II ®� GETTER. SECTION A -A MIN. 4" EDGE DIST. [1] COLUMN POST ANCHOR - SEE TA13LE 11-A1 MIN. 4" A [3] RASE RAIL LA CONCRETE SLABD ` GRADE W6X6 6/6 WELDED • N o WIRE OR FIBER MESH A of AS RECOMMENDED DY o[ MANUFACTURER (3) #4 REBAR CONT. < m MIN. 4" EDGE DIST. �� A 'tom NOTCH - SEE TABLE 11-A2 GRADE < N M1 Cl ALT. NOTCHED EDGE DETAIL ❑ OPTION 1: EDGE OFFSET PETAIL/'—,� SCALE: NTS (1] COLUMN POST ,-- [3] EASE RAIL .4- 'A" a.'A .� i SECTION 6-6 MIN 4' EDGE DIST. [7] BASE ANGLE ANCHOR - SEE TA13LE 11-A1 [1] COLUMN POST MIN. 4" THK g [3] RASE RAIL CONCRETE SLAB Iy GRADE W6X6-6/6 WELDED WIRE OR FIBER MESH D AS RECOMMENDED DY AS PER LOCAL MANUFACTURER CODE. MIN 12" (3) #4 REDAR CONT. 1' BELOW GRADE ,OPTION 2: EDGE FLUSH DETAIL O SCALE: NT5 I MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: 0 ASA ENGINEERING CIVIL - STRUCTURAL 5911 Rcn iss c-Plam, Suite B • Toledo, OH 4303 TeL 419-292-1988 Fu. 419-292-0955 ur`raacngirrccrsmm DRAWING INFORMATION PROJECT: 20'-d' WIDE 5U(LDINGS LOCATION: STATE OF CALIFORNIA PROJECT NO.: 233-16--1206 SHEET TITLE: FOUNDATION OPTION 1: CONCRETE SLAB SHEET NO.: 11-A / 11 DRAWN BY: LAK DATE: 12/1/16 CHECKED BY: OAA DATE: 12/1/16 LEGAL INFORMATION - ANY DUPUCAMON OFTHI5 DRAWING IN WHOLE OR PART 15 STRICTLY FORBIDDEN. ANYONE DOING 50 WILL BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. - DRAWI NGS V W D UP TO I YEAR FROM DATE OF Ic 1E. SEAL: Q ikOFESS/O� CIVIL f�MAR A. m SBU-YASEIN C73389 �S �F OF CA1-fFO DATE EXPIRES: 12/31/2018 DATESIGNED: NOV 17 2016 F/ t z _ p n 0 0 z" �," �0 o II -� 70 °to I'TI = O o o � ' 0a 00 'a 0 m �o pt s . z O r rn Z Z Prn D 0 vr. 26 T C) X U) CO z �; G) ,_.., .. .. rn , ~ r\� <9� N' SHOP W� • • (fi rn, O SOLAR I C • • E --i " � W .00Q� ... r zrn�°orn O �. Orn C»z �, a®'� D 7v rn M p o \ li� powO • o kO r0*1 - �z 00 N I O D Ila 00 w O 0 .s o �,,s ,J o six C) �� w � Q . 00 o -� o 0 0 0 M w s O 0 0 I O0 9 LuJ IuJ ,, o o �. O, :=: x rn 17T, t..0 Z ^z �...m:: c I U I `, rn �v r D 0 -� C O tv_ .... .. po ;z! z O <� c O zC). ��/ \ , 0 PREPARED'BY: FS . 0 o EVANS FUN WORK :11'O,�SHARP.RD., .� OROVILLE, CA 95966 PH.530-570-54981 zo �6 ��9 ". BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE ,,: DATE gY__ 10/4/2017 M Gmail FW: B16-2756 15 BIG DOG COURT 1 message Gmail - FW: B16-275615 BIG DOG COURT Gary Hawkins <garyhawkinsarchitect@gmail.com> Kevin Thomas <Kevin@thomascocpas.com> Wed, Oct 4, 2017 at 4:28 PM To: "Gary Hawkins (gary@ghachico.com)" <gary@ghachico.com>, "Gary Hawkins (garyhawkinsarchitect@gmail.com)" <ga ryhawkin sarch itect@g mai l.com> Kevin P.S. Your referrals are the lifeblood of our business. We always have time for you, your friends, and family members. Is there anyone you know that can use our services? Tell them about us. Please don't keep us a secret. Kevin Thomas Thomas & Co., CPAs, LLP 1367 East Lassen Avenue, Suite A2 Chico, CA 95973 530-895-1522 530-895-0607 (fax) kevin@thomascocpas.com<mailto:kevin@thomascocpas.com> From: Johnson, Curtis[mailto:CLJohnson@buttecounty.net] Sent: Monday, October 02, 2017 3:03 PM To: 'garyarch@sbcglobal.net' Cc: Kevin Thomas Subject: B16-2756 15 BIG DOG COURT Gary, I have completed my review of the revised trusses and would like for you to review a few items and revise the plans as necessary. 1. Review the foundation for adequacy at the 8' o ening at mar bedroom slider based on the loading from truss A01 thru A04 uHOC"c tr>► y 1111-t., 2. Revs t e u Lftv es for all trusses as the st and d tail Galliut,qi s 4'o.c. i of adequate n all areas ku► ttt� Orkt ' p— op-AtS 1"N ; wt.r�ism 3. Specsapndicates uplift reactions o 1042#, 2950# and 2440# respectively +"htAK-Cw �h GP.rt.ts . Please provide two wet stamped copies of any revisions. Thank you, Curtis t D winmail.dat 10K C t�-t 0%Z --. (��l t � V �i. t F'°t' �or�r� S � Gti�• 3 o A` Gm 1 https:Hmail.google.com/mail/u/0/?ui=2&ik=8190855f89&jsver—mTBg8BBM4z8.en.&view=pt&search=inbox&th=l 5ee968f6ec5a782&siml=15ee968f6ec5... -1/1 BUTTE Butte County Department of Development Services COUNTY PERMIT CENTER . SEP O 6 2017 7 County Center Drive, Oroville, CA 95965 a��� times Main Phone 530.538.7601 Fax 530.538.7785 DEVELOPMENT XV%%r%1V.buttecounty.net/dds SERVICES FORM NO DBP -06 PLAN CHANGE, RECHECK, OR RETURN Owner's Name: 11 Contact Person Name: 511 A—( Contact email: 4:- Contact Phone Number: -3 2 _ `2do ?Date Submitted: Permit NumelA - 2 �J Assessor's Parcel Number: a ��— 6 � • �D' ❑ COMPLETE SET OF PLANS ARTIAL SET OR PAGES OF PLANS (LIST PAGES BELOW) Please check any that apply: BurrE ❑ Response to Plan Check Letter? COINTY ❑ Response to Building Inspection Correction Notice? SEP Q 2017, 11Is there additional square footage? ,6 ❑ Is unfinished area being in -filled or completed? DEVELOpMENT ❑ Other: SERVICE.$ I. 2. 3. 4. 5. LIST OF ITEMS SUBMITTED. 7UTAlllllllll�iI/�'ti/V minimum 1 hour plan change fee to be collected at time of submission. Plans Examiner Wilk-4etermine if additional plan checking fees are required: _ -z r tO/2 Minimum $127.00 paid C /ki Additional Fee Amount Due: Revised 12.19.2016 Page 1 of 1 auz.tF: BLBii e;Cotinty:De.jwlrtment of Development Services. COUNTY PER IT CENTER oNOV 01 7�oanty. Center Drtve;; 01 ovil le;. CA 9965 .cUUNt�• DEVE MA); l'hon� (�,0) >;8 7601 fn. (530.) 538-7.785 LOPMENT �+.t�.��-.butLecoiint�:aicUdds SERVICES PLAN CHANGE CHECK, R RETURN Cnfact Person.:Nam:e:: Coritacfemail;. ...� � .✓.c'�..�,J%Gt<DWc4s � OG4 �S- Li``'t Contact PhoneNuriber 32� - .6Oa. Date,Submtted.. t Permit:N.umliei;;�6' o C MPLLU S:E . OF PIA PARTIA L S]E.TTl, PAGES1110F PL,A ITS. (LIS:T PAGES .B:ELO :) FQ1ZM1 NO 6,1.E /1Z aj2� P eas:e chec4 a:ny-:that, 1 �Zespoiase to Plan Check Lettere � _ Ree ponce to B.u'Id' b In;spectiorf: oneetion Notice?: D* Is there add.itioilals9 are footage? O: Is uiifinislled area'.b'eing° iii f lied. or e.a� i leted2 tile1 LLIST OF.ITEVIS SUBMITTED 5'.; IVl nim,um l liour plan change 1'ee to: be.col.lected at time of submission. Plans Examiner 'iIlfdetermiiie if additional plan checking fees are required: ❑ Mininium 5127:00 piid. ❑ Additional lee Amount Due: K:\NEW_ WEBS II'L-'1Building\Buildin-,.F6r!ns & Documents\2014\2014 Forms - Co!iipleted\DBI'\D.BP- 06_Plan_ChanL,e_Form_REV'D_S. 13.14 AK!NLdoc Noe 1 of 1 Project: Location: HDR -3 Multi -Loaded Multi -Span Beam [2015 International Building Code(2015 NDS)] 3.125 IN x 12.0 IN x 8.5 FT 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 52.4% Controlling Factor: Moment StruCalc 9.0 Page StruCalc Version 10.0.1.6 11/6/2017 10:05:53 AM DEFLECTIONS Center Read LOADING DIAGRAM Section Modulus: 49.22 in3 Live Load 0.10 IN U1056 Area (Shear): 23.65 in2 37.5 in2 Moment of Inertia (deflection): Dead Load 0.10 in 450 in4 Moment: 12306 ft -Ib 18750 ft -Ib Total Load 0.19 IN U525 -5223 lb 8281 Ib Live Load Deflection Criteria: U360 Total Load Deflection Criteria: L/240 REACTIONS A B Live Load 2576 Ib 2594 Ib Dead Load 2610 Ib 2629 Ib Total Load 5186 Ib 5223 Ib Bearing Length 2.55 in 2.57 in 2 ° BEAM DATA Center Span Length 8.5 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 8.5 ft -A -A 8.5 ft —B Live Load Duration Factor 1.25 Camber Adj. Factor 1.5 Camber Required 0.15 UNIFORM LOADS Center Notch Depth 0.00 Uniform Live Load 0 Uniform Dead Load 0 Beam Self Weight 8 Uniform Load 8 plf plf plfTotal plf MATERIAL PROPERTIES 24F -V4 -Visually Graded Western Species Base Values Adiusted POINT LOADS - CENTER SPAN Bending Stress: Fb = 2400 psi Controlled by: Fb_cmpr = 1850 psi Fb' = 3000 psi Load Number One Two Three Four Cd=1.25 Live Load 14401b 14081b 12251b 10971b Shear Stress: Fv = 265 psi Fv' = 331 psi Dead Load 14401b 14081b 12251b 10971b Cd=1.25 Location 1.5 ft 3.5 ft 5.5 ft 7.5 ft Modulus of Elasticity: E = 1800 ksi E'= 1800 ksi Comp. -L to Grain: Fc - L = 650 psi Fc -1' = 650 psi Controlling Moment: 12306 ft -Ib 3.48 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -5223 Ib 8.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Read Provided Section Modulus: 49.22 in3 75 in3 Area (Shear): 23.65 in2 37.5 in2 Moment of Inertia (deflection): 205.74 in4 450 in4 Moment: 12306 ft -Ib 18750 ft -Ib Shear: -5223 lb 8281 Ib �C Job number >> 16-098 Structural Calculations for Kevin Thomas Big Dog Court Durham, Ca. Gary Hawkins Architect 3095 Ceres Ave. Ste 135 Chico, Ca. 95973 (530) 892-2700 (530) 893-0532 Fax - DATEiJ� 8 3 RE'.- t �' PERMIT # �✓' "2_1ca BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C DE COMPLIANCE DATE F P , L,00 91, COMPANY PROJECT WoodWor& cOmPA kips Thomas Architect BigDogCourt SOFIWARF FOR WOOD UFS/GN 3045 Ceres Ave. Suite 135 Durham, Ca. Chico, Ca. Beaml.wwb Oct. 31, 2017 15:08 Design Check Calculation Sheet WoodWorks Sizer 11.1 Loads: Load Type Distribution Pat- tern Location [ft] Start End Magnitude Start End Unit P1L Live Point 1.57 1125 lbs P1D Dead Point 1.57 875 lbs P2L Live Point 3.57 900 lbs P2D Dead Point 1.00 3.57 700 lbs P3D Dead Point Load comb 5.57 700 lbs P3L Live Point 1.72 5.57 900 lbs P4L Live Point 7.57 900 lbs P4D Dead Point 1.12 7.57 700 lbs ,Self -weight Dead Full UDL 1 8.6 plf Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 8.641' - A 8.5' Unfactored• Dead Live Factored: Total 1498 1879 1550 1946 3378 3496 Bearing: Capacity Beam 3378 3496 Support 3638 3764 Des ratio Beam 1.00 1.00 Support 0.93 0.93 Load comb #2 #2 Length 1.66 1.72 Min req'd 1.66 1.72 Cb 1.00 1.00 Cb min 1.00 1.00 Cb support 1.12 1.12 Fcp sup 625 625 hdr-3 Glulam-Bal., West Species, 24F -1.8E WS, 3-1/8"x12" 8 laminations, 3-1/8" maximum width, Supports: All - Timber -soft Beam, D.Fir-L No.2 Total length: 8.64'; Clear span: 8.359'; volume = 2.3 cu.ft. Lateral support: top= at supports, bottom= at supports; F4 u Beaml.wwb WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN WoodWorks@ Sizer 11.1 Analysis vs. Allowable Stress and Deflection using NDS 2015: Criterion Analysis Value Design Value Unit Analysis/Design ' Shear fv* = 135 Fv' = 265 psi fv*/Fv' = 0.51 Bending(+) fb = 1243 Fb' = 2261 psi fb/Fb' = 0.55 Live Defl'n 0.07 = <L/999 0.28 = L/360 in 0.24 Total Defl'n 0.15 = L/671 0.42 = L/240 in 0.36 r -11a. -c-) Wll.11111 Q u1bvcuiL:e a oZ Lne support has been included as per NDS 3.4.3.1 Page 2 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CV Cfu Cr Cfrt Notes Cn*Cvr LC# Fv' 265 1.00 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 2400 1.00 1.00 1.00 0.942 1.000 1.00 1.00 1.00 1.00 - 2 Fcp' 650 - 1.00 1.00 - - - - 1.00 - - - E' 1.8 million 1.00 1.00 - - - - 1.00 - - 2 Eminy' 0.85 million 1.00 1.00 - - - - 1.00 - - 2 CRITICAL LOAD COMBINATIONS: Shear LC #2 = D+L, V max = 3496, V design* = 3385 lbs Bending(+): LC #2 = D+L, M = 7770 lbs -ft Deflection: LC #2 = D+L (live) LC #2 =.D+L (total) D=dead L=live S=snow W=wind I=impact Lr=roof live Lc=concentrated E=earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2015 CALCULATIONS: Deflection: EI = 810e06 lb -int "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Lateral stability(+): Lu = 8.50' Le = 16.88' RB = 15.8 Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2015), the National Design Specification (NDS 2015), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Glulam design values are for materials conforming to ANSI 117-2015 and manufactured in accordance with ANSI A190.1-2012 4. GLULAM: bxd = actual breadth x actual depth. 5. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 6. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). Wind pressures at roof surfaces; Roof pitch; 6:12 0 26.57 degrees Area considered; 120 ftz Roof type; Gable Minimum 3' tall parapet around roof with 0:5 7 degrees? No Taken from Figures 30.4-2A, 30.4-2B, 30.4-2C, 30.4-5A, 30.4-5B as a lica .r'f. Zone; GCP; ' GCPI Total; Wind pressure; of L9 0 0 y .'� T (ao 6 Positive inward Ne ati outward 1 2 3 2' 3' 1 2 3 2' 3' 0.30 0.30 0.30 0.00 0.00 -0.80 -1.20 -2.00 0.00 0.00 -0.18 -0.18 -0.18 0.00 0.00 0.18 0 0.18 0.00 0.00 0.48 0.48 0.48 0.00 0.00 -0.98 -2.18 0.00 0.00 8.8 psf 1 8.8 psf 1 8.8 psf 1 0.0 psf 1 0.0 psf -18.1 -25.4 ' -40.2 psf 007PO. 0.0 psf of L9 0 0 y .'� T (ao 6 tool Imo" �- vo, �jr Ql TII� L ?O(fjT K d1 Q44-/*) (—,Pot) D _ � � Nig► -rte ��.-� u 4��Q 444-& etc. fit` 11piscLAJ t tt utp a -T' � UU C rJ L'\ gra t T'� � � o Sit'=§ 0 I - — � V �r/�� 6'kd"�?�.(J-'� G� %'�i�l'� �r1.. �'�'�C9 1 M io• � �Ele, �0 W Jpt��k � cA,�� ��a��� �- C�ac���b�,oB�t� � �, oa► LA PktJV4.o rottiT Alb IF -it) 0- 10.3 ko -L 4-44. Pok ev PiL ►l"Pim �lp® (ear 1� l 0 GARY AO!3LN~ I ZS1 F::? c:: " .1 _1F IF=�C,— 3045 Ceres Avenue, Suite 135, .(530) 892-2700 ,Fax (530) 893- '0532 ,Chico;CA:95973 info@ghachico.com, Nbvemberl'A' `Butte. County 1300ding bNigibn. 7 'County Center Dry ' e Grovillej CA 95965-3397 �P,E.'Thomas .Residence -15138 :DogCourtj Durham, C . A 9593'8 GHA job#'- 16-048. Truss A01 fhave reviewed the. truss engineering from Systems Plus for :the a . bove.-amentioned prcifect Lhave found, that the submitted information correctly depicts the loading and .designi'require requirements. While: these documents have been reviewed to verify compliance with structural criteria; it shall IJ6'hioted that the verification of exact truss dimehMon§ i§ beyond -the scope of out reviewandshall be the responsibility of others. If you have any questions, please feel free to contact my office. iAe e r 1, t BUTTE COUNTY BUILDING DIVISION Gary Hawkins Architect hitect APPROVED Systems Plus Lumber Co. 1800 S. Barney Rd. Anderson, CA 96007 (530) 378-6800 (530) 365-5903 fax Trusses & Pre Manufactured Wall Panels systplus@systplus.com www.systplus.com BUTTE INSPECTION AGENCY ICC ES Report ESR -1311 & ESR 1988 COUNTY IAS Certified Inspection No. AA -702 Timber Products Inspection, Inc. Fabrication in compliance with 105 S.E. 124 hAvenue 2013 CBC SECTION 2303.4.2 SEP 0 6 2017 Vancouver, WA 98684 IBC/IRC 2012 SECTIONS(2303.4/R802.1Oroof/R502.1Ifloor) Tel: (360) 449-3138 DEVELOPMENT Fax: (360) 449-3953 SERVICES ,&16-c2756 *This engineering is valid ONLY for trusses manufactured by Systems Plus Lumber Co. * TRUSS ENGINEERING LAYOUT YES ❑■ NO ❑ Standard Truss Detail Title Detail # = Inchided Gable End 85 Wind B 1 Gable End 110 Wind B IA Gable End 110 Wind C 1B Hat Truss over 6/12 2 Hat Truss under 6/12 2B ✓ Web Bracing Details 3 V Valley Fill Frames 4 ✓ Open Face Jacks 5 ✓ Toe nail 6 ✓ Bearing Block 3.5 7 Bearing Block 5.5 7A Floor 8 Dbl T/C Notching 9 HVAC 10 Truss Data l I ✓ Purlin Gable 12 BCSI at www.sbeindustrv.com BCSI-B I Summary Sheet at www.sbcindustry.com Systems Plus Job. Number 0617105 Date 6/16/17 Revision(s) TS 1'—2"� ci BUTTE COUNTY DEVELOPMENT SERVICES Thomas Customer R VIEWED FOR Project Res. nATF Location Durham 1 P.RTOR TO ERECTING TRUSSES, READ TRUSS DATA SHEET AND NOTE BCSI-B l SUMMARY SHEET GUIDE FOR HANDLING, INSTALLING NOTE AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES SYSTEMS PLUS LUMBER CO. / 1800 S. BARNEY ROAD / ANDERSON, CA 96007 (530)378-6800 / FAX (530)365-5903 TRUSS DATA SHEET APPROVALS: -OBTAIN ALL NECESSARY CODE COMPLIANCE, BUILDING DEPARTMENT APPROVALS, AND RECOMMENDATIONS AND INSTRUCTIONS FROM THE DESIGNER OF THE COMPLETE STRUCTURE BEFORE USING TRUSS DESIGN. -CONNECTION OF THE ROOF SYSTEM TO THE BUILDING FOR VERTICAL & LATERAL LOADS IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ENGINEER. -SYSTEMS PLUS IS APPROVING ONLY THE STRUCTURAL DESIGN OF EACH TRUSS BASED ON INFORMATION RECEIVED FROM THE CUSTOMER AND SHOWN ON THE ENGINEERED TRUSS DRAWING. SIGNED AND SEALED DRAWINGS BASED ON THE PROVIDED DATA ARE FURNISHED BY SYSTEMS PLUS LUMBER CO. THIS ENGINEERING IS VALID ONLY FOR TRUSSES MANUFACTURED BY SYSTEMS PLUS LUMBER CO. HANDLING & ERECTION: -CARELESS HANDLING OF TRUSSES SHALL NOT BE PERMITTED. -INSTALL TRUSSES VERTICALLY AT DESIGN BEARING POINTS, CORRECT SIDE UP, AT CORRECT SPACING AND PROPERLY BRACED. -NO LOADS SHOULD BE APPLIED TO THE TRUSSES UNTIL AFTER ALL BRACING AND CONNECTIONS ARE COMPLETED. -DO NOT PERMIT LOADS GREATER THAN DESIGN LOADS TO BE PLACED ON THE TRUSSES. -READ & APPLY THE RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES PUBLISHED BY THE TRUSS PLATE INSTITUTE (BCSI-BI SUMMARY SHEET). METAL CONNECTOR PLATES: -CONNECTOR PLATES ARE MANUFACTURED IN ACCORDANCE WITH TRUSS PLATE INSTITUTE SPECIFICATIONS. -PLATES MUST BE INSTALLED ON BOTH FACES OF THE LUMBER WITH TEETH FULLY EMBEDDED. -REQUIRED PLATE SIZES, GAUGE AND DESIGN VALUES ARE SHOWN ON THE TRUSS DRAWING. -POSITION PLATES SYMMETRICALLY AT JOINTS, UNLESS OTHER DIMENSIONS ARE SPECIFIED. LUMBER: -THE LUMBER USED FOR TRUSS FABRICATION MUST COMPLY WITH THE SPECIFICATIONS OF AN APPROVED INSPECTION BUREAU AND MUST BE OF THE SIZE AND SPECIES SHOWN ON THE TRUSS DRAWINGS AND BE EQUAL TO OR BETTER TI4AN THE GRADE SPECIFIED. BRACING: -REVIEW THE TRUSS ENGINEERING DRAWINGS FOR ANY LATERAL BRACING REQUIRED FOR INDIVIDUAL WEB MEMBERS. LATERAL BRACING OF INDIVIDUAL WEB MEMBERS SHALL BE PLACED PER STANDARD DETAIL #3 (MII/SAC51 & MII/SAC-23). -RESTRAINT OF LATERAL BRACING AND ADDITIONAL BRACING FOR THE COMPLETE STRUCTURE IS TO BE PROVIDED BY THE BUILDING DESIGNER OR ENGINEER. -READ AND APPLY THE RECOMMENDATIONS FOR TEMPORARY AND PERMANENT BRACING OF WOOD TRUSSES PUBLISHED BY THE TRUSS PLATE INSTITUTE (BCSI-B1 SUMMARY SFIEET). -BOTTOM CHORD BRACING SHALL BE INSTALLED PER THE TRUSS ENGINEERING DRAWING BUT IS NEVER TO EXCEED 10'-0" O.C. WITHOUT A SPECIFIC ENGINEERED DESIGN. NO CUTTING, DRILLING, NOTCHING, OR TRIMMING OF ANY TRUSS MEMBER IS PERMITTED. DARD.:PIGGYB :ACK . S.C:ONNECTI'ON ;DETAIL . . GENERA- L-44OTtS: 1. UPWFT,ANO,LATERALLOA 7HI8 DETAIL SHALL (3E REVIE AP _% Q�/E01Y P.ROJECT`:ENC Q1IALIFlEABUILDING DESIC3� Z: �PITGH�6l72=MAX 3. -MAX 3PXtN =s: 30'=0" 4.:MA)E,(MUM$HE.4IR:CAPAGIT TRANSFIERIM, EEN 15106B1 1PACITY OF ER OR . civ tLATERALLOAD AND:BASE TRUSS -120 PLF YAP GE 1 OF 2 Lm es, Inc. IVlelon.5 2013 iPARXlN6 VerLbdealgn Aa!amelarf epld3F�D Ag7�i9 DN Lff8 ANDRICZODHD A97E1CRlJ �'arAaB�14t747i 8aFDR�flBA. "7p7 Gteeg6ediLsne . :��:=r;;Y, «,.:•"'^'® n w6d for ut¢ �nH wNh AU1ek conneelors fill lesion Y ba+ed onN upon paanelen shown and k`Ia amtndNklual W�(d4i0 eampenenL Sidle 708.` �Ap a6ily d dedp� nlen 4nd p opgt Ixwpoial(gn d eemgonenl h t W d hip dfldpner ml 0Wd"0* &odnp: drown hue Hetphte CA 9861 bl4lolerd +E�uoFWabmambenanF/ AddfOondld*�paivY'bro�inBlolmuedobNlYduzInPcdrPW4lbn,Ir.Ihermpa�lYollhe eegyiltt;Ad �errrwne4l-fxd,fhoroveral dr�rGuro�k ihore:pon gftlhe buGdlnp iiedpner rv:oenanl gu{danee rogordgia IQLZffalbrL qudtlyaonlrol stdtnpe dela yery"aJerJ6on and 1>ia4#�C eanuU RPIi`Ouatly Cdlrrla DSC 84:dnd CC511`E'COeflnp'C6�iip'enenf a •' m Salary.I'ritoma0on'oadloWe-from;ttua Plota!)ru14u1H. 5B3COno610 OAvA::Abd11oM1 WI,S17:19. MAXIMUM;UPLIFT SCAB SC TYPICAL PIGGYBACK TRUSS CONNECTION CAPAGITY.USING * 7rx x8'4P..SIZE :TO'MATCH 10d: (0;131" X 3"j NAILS: TOP ATTACHED'T.Q.ONE'FACEAF TOP SYP = 1060.LBS CHORD.WrrH':2;RWS'OF.lb&(0:131"X'3'1 NAILS SPACED 8"O:C. AND STAGGERED �. SPF= 820186 DFc: 97.0 -LBS HF= 84 'a SPF -S = 72Q�LBS Bt ATTACH PIGGYBACK TRUSS MAXIMUM UPLIFT PURLIN . / TO EACH•PURLIN WITH CAPACITY U�SINO (2) 18d 2-`1ed`NAICSTOENM.ED• (0.134° X 3.5"):NAILS: 8 Y = 11.7 LBS SPF = 6D. LBS DF = 92113S Fin 1 HF = 63.LBS . BAS TRUSS SPF -S= 41 LBS MAXIMUM UPLIFT SHEATHING \ CAPACITY USING. 12°SHEATHING SP.A05PlIRIJNSA000FiDWO TOTHE MAXIMUM ATTACH EACH PURUN TO TOP 6PACIIr<G CN?HE TOP,CHORD, AND (2) Bd (0 131".X2.5') NAILS: OF THE 8A8E CHORD OF BASE1RUSS WITH TRUSS��(BPACIN4NOTTOIXCEED24`O.C:): SYP. = 62 LBS` A`pURUN TO:BE LOCATED AVEACH BASE TRUSS JOINT. 2 -1Bd NAILS. $PF:= 42'LBS �r ?OR PlddY-�A&ZTRU95ES WITH $PANS -c 12 DF a. 54 LBS SCAB MAYBE OMMITk-U PROVIDED THAT: HF = 4 4 LBS ROOF SHEATH[N¢ TWge CONTINUOUS OVER JOINT jSFEATHINO'30�OC�ERL•`, INIMUKC12'OVER'JOINT) * CAP CONNEtMONdS MApE'.TO RESISTIIP_UFT ..... ' SEE. MAXIMUKGbNNECTION CAPACITIES AND.'COMPARE W(TH ENGINEERING DRAWING ........ VALUES SHOW ARE BASED ON CONNECTION ;.APA CIIIES�Fdi�3CA8S; PURLINS, AND SHEATHING MAY BE COMBINED WHEN DETERMINING4VEI14L'.&P FT;CAPACITY: LOAD DURATION: OF 1BA IF 'N.0 -GAP-EXISTS BETWEEN CAP TRUSS AND.BASE TRUSS: MAXIMUM UPLIFT.GU,SSET . CAPACITY USING:711'6' GUSSETS AND .(4)10d (0:131"XNAILS: REPLACE TOE..NAILING.OF CAB.TRUSS TO PURLINS WITH GUSSETS " AS SHOWN, AND APPLY PURLINS701OWER.EDGE.OF BASE SYP'= 300 LBS TRUSS -0P CHORD AT RECONIENDED SPACING SHOWNABOVE. SPF"— 276' LBS 8" x..8" x 1.12" PLYWOOD (or 7118" OSB) GUSET.EASCH SIm AT DF = 2B4'LBS HF = 276 LBS SPF -S = 258 LBS EAC H`;BASE TRUSSJOINT.. ATTACH'..WI7H`2-.10d:NMLS INTO EACH CHORD FROM EACH SIDE (TOTAL -4 NAILS EACH CHORD) 20 PURLINS 24" O.C. ATTACHED W/ 2-40 D NAILS @ VALUES SHOWN ARE BASED ON LOAD DURATION OF 1.00 iPARXlN6 VerLbdealgn Aa!amelarf epld3F�D Ag7�i9 DN Lff8 ANDRICZODHD A97E1CRlJ �'arAaB�14t747i 8aFDR�flBA. "7p7 Gteeg6ediLsne . :��:=r;;Y, «,.:•"'^'® n w6d for ut¢ �nH wNh AU1ek conneelors fill lesion Y ba+ed onN upon paanelen shown and k`Ia amtndNklual W�(d4i0 eampenenL Sidle 708.` �Ap a6ily d dedp� nlen 4nd p opgt Ixwpoial(gn d eemgonenl h t W d hip dfldpner ml 0Wd"0* &odnp: drown hue Hetphte CA 9861 bl4lolerd +E�uoFWabmambenanF/ AddfOondld*�paivY'bro�inBlolmuedobNlYduzInPcdrPW4lbn,Ir.Ihermpa�lYollhe eegyiltt;Ad �errrwne4l-fxd,fhoroveral dr�rGuro�k ihore:pon gftlhe buGdlnp iiedpner rv:oenanl gu{danee rogordgia IQLZffalbrL qudtlyaonlrol stdtnpe dela yery"aJerJ6on and 1>ia4#�C eanuU RPIi`Ouatly Cdlrrla DSC 84:dnd CC511`E'COeflnp'C6�iip'enenf a •' m Salary.I'ritoma0on'oadloWe-from;ttua Plota!)ru14u1H. 5B3COno610 OAvA::Abd11oM1 WI,S17:19. STANDARD PIGGYBACK SS `COMII/SAC - 2 4/30/2004 PAGE 2 OF 2 TiUNN•ECTION DETAIL. QRpFE,S,SJO MRTak'Industries, Inc. Wester Division APR 0 5 1013 FOR LARGE CONCENTRATED LOADS APPLA TO CAP'TRUSS REQUIRING A VERTICAL WEB: VERTICAL WEB TO 1) VERTICAL WEBS:OF PIGGYBACK AND BASE TRUSS EXTEND THROUGH MUST MATCH IN SIZE, GRADE, AND MUST UNE UP BOTTOM CHORD AS SHQWN`IN DETAIL. OF PIGGYBACK 2) VERTICAL WEBSSOF PIGGYBACK MUST RUN THROUGH BOTTOMCHORD SO THAT THERE IS. FULL WOOD TO -W600-60 NTACT BETWEEN.WEB OF PIGGYBACK AND THETOP CHORD OFTHE BASE TRUSS. 3) C9NG.ENTRATED LOAD MUST BE APPLIED. TO...•80TH THE PIGGYBACK AND THE BASE TRUSS. 4) ATTACH;2:x:k :6'-0" SCAB TO EACH FACE OF TRUSS ASSEINBLY`WITH 2 ROWS OF 1Dd NAILS.(0.131"X3') AT 6.O.0 STAGGERED.: ,(SIZEAND GRADE TO MATCH. VERTICALWEBSbF PIGGYBACK AND.BASE TRUSS.) 5) .THIS CONNECTION IS ONLY VALID FOR A MAXIMUM CONC8WM-'ED LOAD OF 3700 LBS (®1.15). REVIEW BY A ou.AL•IFIED: ENGINEER IS REQUIRED FOR LOADS GREATER THAN 3700 LBS, PIGGYBACK TRUSS CONNECTION: FOR SPANS LESS. THAN 10'-0" .2x - x 4'-V SIZE TO MATCH TOFC HORD.OF PIGGYBACK. ATTACHED TOFADE OF TOP \\ CHORD .WITH 2ROWSW9 OFa6d'(0,1J1' X 31 \\ NAILS -SPACED V D.C. AND STAGGERED #MACH PIGGYBACK TRUST " TO EACH PURUN; WITH 2 -1Bd NAILS TOENAILED. TRUSS SPACE:PURUNS ACCORDING TO.THE MAXIMUM SPACING ON THE TOP CHORDATTACH EACHPURUN Ti THE BASE ,OF TRUSS.(SPACING NOT TO EXCEED 24" 0.C.). CHORD OF CASE TRUSS 2 - 1Bd NAILS. A PURUN TO BE'LOCATED AT EACH BASE TRUSS JOINT. * CAP CONNECTION IS MADE TO RESIST. UPLIFT, SEE MAXIMUM CONNECTION CAPACITIES AND COMPARE WITH ENGINEERING DRAWING CONNECTION. CAPACITIES FOR SCABS; P.URUNS, AND SHEATHING MAY BE COMBINED WHEN DETERMINING OVERALL UPLIFT CAPACITY. MAXIMUM UPLIFT SCAB CAPACITYUSING (10) 10d (0.'1.31"X 3") NAILS: SYP = 1060 LBS SPF = 820 LBS DF = 870 LBS HF = B4'0 LBS SPF -S = 720 LBS VALUES SHOWN ARE BASED ON LOAD D.URATI.ON OF 1.00 MAXIMUM U PLIFT SCAB CAPACITY USING (4) 10d (0.131" X 31 NAILS: SYP = 424 LBS SPF = 328 -.LBS DF = 388 LBS HF = 336. LBS SPF -S = 268 LBS MAXIMUM UPLIFT PURUN. CAPACITY USING 12) 16d (0.131° X 3.6") NAILS: SYP 117 LBS SPF 60 LBS OF 82 LBS HF m 63 LBS SPF -S — 41 LBS VALUES SHOWN ARE BASED ON LOAD DURATION OF 1.00 o DETAIL FOR COMMON AND END JACKS MII/SAC - 8 -40PSF 3/30/2004 PAGE 1 MAX LOADING(PSI) Sl'AL;INU 2.0.0 BRACING TCLL 40.0 Plates Increase 1.15 TCDL 14.0 Lumber Increase 1.1s TOP CHORD Sheathed. BCLL 0.0 Rep Stress Incr YES BOT CHORD Rigid ceiling directly applied. BCDL 100 MITek Industries, Inc. Western Division MINIMUM LUMBER SIZE AND GRADE TOP CHORD 2 X 4 SPF 145OF 1.3E LENGTH OF EXTENSION BOT CHORD 2 X 4 SPF 145OF 1.3E AS DESIGN REQ'D 20'-0" MAX SPLICE CAN EITHER BE 3X6 MT20 PLATES OR 22" LONG 2X4 SCAB CENTERED AT SPLICE W/SAME LUMBER AS TOP CHORD ATTACH TO ONE FACE W/ (.131°X3.0" MIN) NAILS ® 3" O.C. 2 ROWS NOTE: TOP CHORD PITCH: 3/12-8/12 BOTTOM CHORD PITCH: 0/124/12 PITCH DIFFERENCE BETWEEN TOP AND BOTTOM CHORD TO BE "2" MIN. SPACING= 24" O.C. , 0 /-1' PPORT AND CONNECTION BY OTHERS OR 2-16d COMMON WIRE 62"DIA. X 3.5') LGT TOE NAILS SUPPORTS SHALL BE PROVIDED '-0" O.C. ALONG THE EXTENSION OF TOP CHORD. CONN. W/3 16d COMMON WIRE (0.162 -DIA. X 3.5" LGT) TOE NAILS CONN. W216d COMMON WIRE (0:1E 8.0-0 940 X 3.5" LGT) TOENAILS EXT. 2-0.0 4-0-0 2.0-0 EXT. op EXT. 2-0.0 Y EXT. 2-0-0 2-0-0 •l. CONN. W/316d COMMON WIRE (0A62 -DIA. X 3.5" LOT) TOE NAILS tnjBOTTOM CHORD LENGTH MAY BE 2'-0" U -N ✓ 3X4 = OR A BEARING BLOCK. CONN. W216d COMMON WIRE(0.162"0IA X 3.5' LGT TOE NAILS OR SEE DETAIL MIVSAC-7 FOR 2.0.0 Et o-0 PRESSUREBLOCKING INFO. NOTE: NAILING SHALL BE SUCH THAT THE LUMBER DOES NOT SPLIT. SEP 0 1 10i ® WARNING - 9er M derdgn pa ametem and READ NOTES ONTMS AND INCLUDED 1 MIC REMEENCE PAOE NIT -7473 BEFORE USE. 7777 Greenback Lane Design volid for use on with Mffek conneclors. This design Is based only upon paramelers shown, and Is for an Indo dual building component. SuRe 109 H Carus Nelghla, CA, 9581 AppflcabRly of design paramenters and proper incorporation of component b re3ponsibt6ly of building designer •not buss designer. BmGng shown. Is for lateral support of Individual web members only. Addilional temporary bracing to Insure slabOl ly during construction b the rosponsiblNty of the erector. AddItional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quality control storage, delivery, erection and bracing, consult ANSI/TP11 Quality Criteria, DS11•89 and BCSII Building Component j�®�/® Safety Information avolloble from Truss Plate institute., 583 D'Onoldo Drive, Madison. WI 53719. " N � - � ------------•- .,r r..�r,,,.r ,ter � DO ® MITek USA, Inc. Page 1 of 1 r NOTES:1.. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE -MEMBER oo AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND �� EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MTek USA, Inc. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. C7 z O ri z OJ h m TOE -NAIL SINGLE SHEAR VALUES PER NDS 2001 (lb/nall) DI AM. I SYP I OF HF SPF SPF -S .131 88.0 80.6 69.9 68.4 59.7 .135 93.5 85.6 74.2 72.6 63.4 ..162 1018 99.6 86.4 84.5 73,8 ANGLE MAY VARY FROM 128 74.2 67.9 58's 57.6 50.3 13.1 75.9 69.5 60.3 59.0 51.1 .148 81.4 74.5 64.6 63.2 52.5 THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW (24 20) SIDE VIEW 2 NAILS (2)(6) 3 NAILS VALUES SHOWN ARE CAPACITY PER TOE -NAIL NEAR SIDE NEAR SIDE APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. NEAR SIDE NEAR SIDE NEAR SIDE EXAMPLE: (3) -16d NAILS (.162° diam. x 3.5') WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1,15: 3 (nails) X 84.5 (Ibirnail) X 1.15 (DOL) = 291.5 Ib Maximum Capacity •. ANGLE MAY ANGLE MAY VARY FROM ANGLE MAY VARY FROM 30 ° TO 60° VARY FROM 30" TO 600. 30, TO 60, 45.00° 45.001 r 45.00° i '� Rt` _ f� GIF t A;;; WeuzfaTP:.^.,'. s•:ry-7;'y rr[.e:s:r: p4r.+:nrt�.ri m:.f.4E_:.: kri"�.i O-�' :'rrn 1 ?:i` !?(::,Gt'r:�.'u r�sic,=:ser.;r..,r-e:s n:;;;s• sW..; .-. Design valid for use onlywith M1ek cannnctors. This design h nosed Dray upon paamerers shown, and is for ori individual bvBdingcompvrsens.ni AppllcobTity of design poramenters and proper Incorporation of component Is responsiblilty at building designer • not truss designer. Brocing shown Is far lateral IndiAduos support of web members only. Additional temporory bracing to Insure itobl:lty during Construction is the respomibVib of the J _. � • ` ;_ erector. Addfllonoi permenent,brocing of the overall structure is the responsibility of the buildLng designer. For general guidance regarding 'ew,i:`� oroTo w- ' fabrication, ouo0ty control. storage, delivery. erection and bracing, consult ANSI/TPIt Quolity Crlloda, DSR -89 and RC511 Building Component Saloty Information available from Truss Plate Institute, 583 D'Onofrio Drive, Madison. WI 53719, 7777 Greenback Ln. Suite# 100 Citrus Heights, Co. 0600 - AUGUST 1, 2016 CONVENTIONAL VALLEY FRAMING DETAIL Mil-VALLEY1 1 V�i�olao( o �c� �a - MiTek USA, Inc. A.MJlatr Alfiaalr, MITek USA, Inc, RIDGE BOARD GABLE END, COMMON TRUSS SEE NOTE #6) OR GIRDER TRUSS N >s r- L^114 Ockw I full TRUSS MUST SHEATHED NOTE: -------------- ------1� 'i 4 ii it 1. WITH BASE TRUSSES ERECTED (INSTALLED). APPLY SHEATHING TO �r TOP CHORD OF SUPPORTING (SASE)TRUSSES. LIVE LOAD = 30 PSF (MAX) 2. BRACE BOTTOM CHORD AND NEB MEMBERS PER TRUSS DESIGNS, DEAD LOAD - 15 PSF (MAX)D.O,L. INC - 1.15 y n t u r )i - 5. SET 2 x 5 N2 RIDGE BOARD. SUPPORT WITH 2 x 4 POSTS SPACED 48" O.C.. BEVEL.BOTTOM OF ��" 1 POST TO SET EVENLY ON THE SHEATHING. FASTEN POST TO RIDGE W 7H (4)10d:(0.131' X 3 -).NAILS. ♦ FASTEN POST TO ROOF SHEATHING WITH (3.) 10d (0.131• X 3-1 TOE -NAILS, '��.>` �.. '.. .,. 4.+. f'�s R'1kI f % p• ay.. + s, Q6. .r .',., FRAME VALLEY RAFTERS FROM'VALLEY'PLATE TO RIDGE BOARD. MAXIMUM RAFTER SPACING IS 24' O.C.. FASTEN VALLEY RAFTER TO RIDGE BEAM -f -'= WITH 311-16d (0.131" X 3.01 TOENAILS. FASTEN VALLEY RAFTER TO VALLEY PLATE MOTH (3) 18d (0.131' X 3.61) TOE -NAILS. c. .=_ I ' �•, =`R• : �t' a.F 7. SUPPORT 7HE'VALLE'Y RAFTERS WITH 2 x 4 POSTS 40' O.0 (OR LESS) ALONG EACH RAFTER. INSTALL POSTS IN A STAGGERED PATTERN AS SHOWN ON PLAN DRAWING, ALUGN POSTS WITH TRUSSES BELOW. FASTEN VALLEY RAFTER TO POST WITH (4).10d (0.133-X r) -NAILS. FASTEN POST THROUGH SHEATHING TO SUPPORTING TRUSS NTH (2)16d (0.131' X 3.51 NAILS. r• POS 8. PINE. POSTSLEXCEED NG 75" EHALLR BEINCREASEDT0• DOUG ORIBE PR ASE BCH OR ESOUTHERN FEB a 9 201, � CJe�(;n - ., ( 2) PLY 2 x 4's fASTENED TOGETHER WITH 2 ROWS•OF IDd x 37-NAILS'6" O.C.. � (0.131' (� WAFNWO -Vvlfj doelgAiGumm.1—and READ NOTES OM -MS AND fNG Wfig MITER REFERENCE PACE x10.7477 W. 10/014014 aEiORE USE e 1 VALLEY PLATE Deslo—altl for use ardy whWiTaltolb mrmettoro. Talc deslpn Is baud only Upon parameteM StOm, Gill d for antgMouel bliftnp emlyonaM, not e truss sy2am. Datare usa. the bulldIng da*Wt nrm verify Ina appdca61h), er dealgn pumnaeafs and properly bwor"rata gds design moth. ovemo b"ng design. stating Indicated h to prevent bUWinp.of ndlNduel truss web andlor tltord members Doty. AddidonGf wq o wy and pamwrgd braC4rp It shays roqui tot lloy �/:;T { . od a and to prevent coltapse.vKh possible p�l4UuN bad pmpeny damage. Far genarel pvlaanae reprvdinp Ue fWidatibn, 9bro90, delivery, arerlbn and bredng Of Inoses and buss syaems• seaANSUR+n OuaUty Cdterla, DSMO and aCal aulldMp Cemponmd I I V Ea 1 1 - t V 1110' f� 7777 Oroenoeek Lone - SEE NOTE ago , ( ) Solety Intonaatlon available bom Trusd PlalelndNena, 21S N. Lea Situ 1, Sudo 312 Atmmldlib, VA 22S14. auhe 109 - -e POST VALLEY RAFTERS NOTE tt8) SEE NO ( 1 I (SEE- NOTE #2) POST SHALL BE LOCATED( SHEATHING ABOVE THE TO PLAN DRAWI CHORD OF EACH TRUSS. NG _----- _._._.. i N >s r- L^114 Ockw I full TRUSS MUST SHEATHED NOTE: eBE �� 48" O.C.: MAXIMUM POST SPACING 1. WITH BASE TRUSSES ERECTED (INSTALLED). APPLY SHEATHING TO TOP CHORD OF SUPPORTING (SASE)TRUSSES. LIVE LOAD = 30 PSF (MAX) 2. BRACE BOTTOM CHORD AND NEB MEMBERS PER TRUSS DESIGNS, DEAD LOAD - 15 PSF (MAX)D.O,L. INC - 1.15 3. DEFINE VALLEY RIDGE BY RUNNING ALEVEL STRING FROM THE INTERSECTING RIDGE OF ASCE 7-98, ASCE 7-02, ASCE 7-05 90 MPH (MWFRS) THE (a.) GABLE END, (b.) GIRDER TRUSS OR (c,)'COMMON TRUSS TOTHE ROOF SHEATHING. ASCE7-1-0 115 MPH (MWFRS) 4. INSTALL -2 x 4 VALLEY PLATES. FASTEN TO EACH SUPPORTING TRUSS WITH ( 2) 16d (0.131' X 3.5') NAILS. - 5. SET 2 x 5 N2 RIDGE BOARD. SUPPORT WITH 2 x 4 POSTS SPACED 48" O.C.. BEVEL.BOTTOM OF ��" 1 POST TO SET EVENLY ON THE SHEATHING. FASTEN POST TO RIDGE W 7H (4)10d:(0.131' X 3 -).NAILS. ♦ FASTEN POST TO ROOF SHEATHING WITH (3.) 10d (0.131• X 3-1 TOE -NAILS, '��.>` �.. '.. .,. 4.+. f'�s R'1kI f % p• ay.. + s, Q6. .r .',., FRAME VALLEY RAFTERS FROM'VALLEY'PLATE TO RIDGE BOARD. MAXIMUM RAFTER SPACING IS 24' O.C.. FASTEN VALLEY RAFTER TO RIDGE BEAM -f -'= WITH 311-16d (0.131" X 3.01 TOENAILS. FASTEN VALLEY RAFTER TO VALLEY PLATE MOTH (3) 18d (0.131' X 3.61) TOE -NAILS. c. .=_ I ' �•, =`R• : �t' a.F 7. SUPPORT 7HE'VALLE'Y RAFTERS WITH 2 x 4 POSTS 40' O.0 (OR LESS) ALONG EACH RAFTER. INSTALL POSTS IN A STAGGERED PATTERN AS SHOWN ON PLAN DRAWING, ALUGN POSTS WITH TRUSSES BELOW. FASTEN VALLEY RAFTER TO POST WITH (4).10d (0.133-X r) -NAILS. FASTEN POST THROUGH SHEATHING TO SUPPORTING TRUSS NTH (2)16d (0.131' X 3.51 NAILS. r• POS 8. PINE. POSTSLEXCEED NG 75" EHALLR BEINCREASEDT0• DOUG ORIBE PR ASE BCH OR ESOUTHERN FEB a 9 201, � CJe�(;n - ., ( 2) PLY 2 x 4's fASTENED TOGETHER WITH 2 ROWS•OF IDd x 37-NAILS'6" O.C.. � (0.131' (� WAFNWO -Vvlfj doelgAiGumm.1—and READ NOTES OM -MS AND fNG Wfig MITER REFERENCE PACE x10.7477 W. 10/014014 aEiORE USE e Deslo—altl for use ardy whWiTaltolb mrmettoro. Talc deslpn Is baud only Upon parameteM StOm, Gill d for antgMouel bliftnp emlyonaM, not e truss sy2am. Datare usa. the bulldIng da*Wt nrm verify Ina appdca61h), er dealgn pumnaeafs and properly bwor"rata gds design moth. ovemo b"ng design. stating Indicated h to prevent bUWinp.of ndlNduel truss web andlor tltord members Doty. AddidonGf wq o wy and pamwrgd braC4rp It shays roqui tot lloy �/:;T { . od a and to prevent coltapse.vKh possible p�l4UuN bad pmpeny damage. Far genarel pvlaanae reprvdinp Ue fWidatibn, 9bro90, delivery, arerlbn and bredng Of Inoses and buss syaems• seaANSUR+n OuaUty Cdterla, DSMO and aCal aulldMp Cemponmd I I V Ea 1 1 - t V 1110' f� 7777 Oroenoeek Lone - Solety Intonaatlon available bom Trusd PlalelndNena, 21S N. Lea Situ 1, Sudo 312 Atmmldlib, VA 22S14. auhe 109 - -e March 4, 2013 T -BRACE It I -BRACE DETAIL ST - T -BRACE MiTek USA, Inc. Page 1 of 1, Note: T -Bracing / I -Bracing to be used when continuous lateral bracing oo is impractical. T -Brace / I -Brace must cover 90% of web length. QQNote: This detail NOT to be used to convert T -Brace / I -Brace webs to continuous lateral braced webs. MiTek USA, Inc. Nailing Pattern T -Brace size Nail Size Nall Spacing 1x4 or 1x6 10d 8" o.c. 2x4 or 2x6 or 2x8 16d 8" O.C. Note: Nail along entire length of T -Brace / I -Brace (On Two -Ply s Nail to Both Plies) • t WEB Nails Nails s SPACING k k i T -BRACE a Section Detail :1' T -Brace Web Nails Web i I -Brace Nails Web Size 2x3 or 2x4 2x6 2x8 Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing 1 1 2 2x4 T -Brace Brace Size for One -Pty Truss Specified Continuous Rows of Lateral Bracing I Web Size 1 I 2 — 2x3 or 2x4 1x4 ('} T -Brace 1x4 (*) I -Brace 2x6 1x6 (`)'T -Brace 2x6 I -Brace 2x8 2x8 T -Brace 2x81 -Brace Web Size 2x3 or 2x4 2x6 2x8 Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing 1 1 2 2x4 T -Brace 2x4 I -Brace 2x6 T -Brace 2x6 I -Brace 2x8 T -Brace 2x81 -Brace r% �"�ti�i �IV ♦.c C7 4-1 t` cY?" t2•�f-:y,g rk;1 .i FEB 0 9 2011 T -Brace / I -Brace must be same species and grade (or better) as web member. (`) NOTE: If SP webs are used in the truss, 1x4 or 1x6 SP braces must be stress J rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with 1X bracing material, use IND 45 for T-Brace/1-Brace For SP truss lumber grades up to #1 with 1X_ bracing material, use IND 55 for T-Brace/I Brace viii;,;:_•.; . 9a :J't( v4c <;.,;•r: ns•ia,•:. r.::.; al.'m i:'f..7^..ti [:':e 7#N:P r•o. 4,V n'-mtS,^:. �� r. a Fc r•. ,:- r•Y;,-'m)F r;rq Design vatic for use only wIlh MiTek connectors. This design is based only upon parameters shown, and is for on individual bold ng cemporert. Applicability of design poromenters and proper Incorporation of component is responstbilify,or building designer - not truss designer. &acing shown Is lot lateral support of individual web members only. Additional temporary bracing to Insure, stability during construction is the responsibil6ry, of the erector. Addilionel permanent bracing of the overall structure h the responsibility of the twudng aesigner. For general guidance regarding fobiication, quaUy control, storage, delivery, erection and bracing, consult ANSIM11 Quality Crlterta. DS5•89 and 8CSI1 Building Component Soley Infosmallon available from Tans Plate Institute. 583 90nofrio Drive. Modson. WI 53719. N9Ti2i 7777 Oreenbaek Ln Suite* 109 Citrus Heights. Ca. 95610 JANUARY 1, 2009 ��a Mi'Tek USA, Inc. Nailing Pattern L -Brace size Nail Size Nail Spacing 1x4 or 6 10d 8" o.c! 2x4, 6, or 8 16d 8" D.C. Note: Nail along entire length of L -Brace (On Two -Ply's Nall to Both Plies), L -BRACE DETAIL ST - L -BRACE - MITek USP, Inc. Page 1 of I Note: L -Bracing to be used when continuous lateral bracing is impractical. L -brace must cover 90% of web length. L -Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 Nails 2x3 or 2x4 1x4 IX6 1 2x8 M DIRECT SUBSTITUTION NOT APLICABLE, -A SPACING WEB -A • L -BRACE Nails Section Detail. L -Brace Web L -Brace must be same species grade (or better) as web member. L -Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size i 1 2 2x3 or 2x4 2x4 2x6 2X8 M DIRECT SUBSTITUTION. NOT APLICABLE. % /I b-_Lj,. C 76 Design Valid to., use city will! MiTek cennec!Gis. Ins design is tCSeCF CMy upon =rOMWe-, snown, and is far or TdividUal bu;c nq ccmpCnerl, A�p!!Cabillry of design poomenlers and properIncorporallan of component Is responsibVily of building designer- not truss designer. "cing shown 11 ar lateral support of Individual web members only. Additional temporary bracing to Insure stabifily during construction is,the responsrolifily of the erector. Additional permanent bracing ofthe overall structure is the responsibility of the building designer. For genefol gtj:cfcn--e regarding fabrication. quality control, storage, delivery. erecilorand bracing. consult ANSI/T?11 Quality Criteria, DSS -89 and IICSII Building Component Safely Information available from Truss Plate Institute, 583 D'Onoffio Drive. Madison, WI 53719. Ff 0 9 7777 Greermack Ln. Suite# 109 Citrus Heights, Ca. 65610 JANUARY 1, 2009 SCAB -BRACE DETAIL ST - SCAB -BRACE OO ® Mrrek USA, Inc. Page 1 of 1 Fv_1 Note: Scab -Bracing to be used when continuous , lateral bracing at midpoint (or T -Brace) is impractical. Scab must cover full length of web +/- 6". , MiTek USA, Inc. THIS DETAIL IS NOT APLICABLE WHEN BRACING IS REQUIRED AT 113 POINTS OR I -BRACE IS SPECIFIED. APPLY 2x_ SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d (3" X 0.131") NAILS SPACED 6" O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. MAXIMUM WEB AXIAL FORCE = 2500 lbs MAXIMUM WEB LENGTH = 12'-0" SCAB BRACE 2x4 MINIMUM WEB SIZE MINIMUM WEB GRADE OF #3 ' t ° Nails Section Detail,' ,r ty a -• :;: EMF Scab -Brace " Web a 2 8 ' _-3-f3 J� Scab -Brace must be same species grade (or better) as web member.. l 4�CTfir FEB 0 9 C?'�t7i� sa . '>'i°h:2l.r.x-.�%lx,� --<y+c: :,.-.�. - ,...e..% --a•',^, .- �Liv. _a/`;1R17C� rf.l rJ.er,< ,:tttirrretae, ..:.F,rlf+.v!.77'L':%c..: i`F;:; ,.0.>e:?i5"�1�:?:f/':df', .... l: d!."F.X' �•Cr;��.. �;",`T! OM1,` .. ,. . Design valid to; use only with Wait connectors. This design is based only upon Darometers shown. and is for on 6tdiviuuW bu@ding component. Anpucability of design oaramenten and proper Incorporation of component Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Indrvlduai web members only. Additional temporary bracing to Insure stability during construction Is'the responsib99ty of the ` r 7777 Greenpad Ln. Suitelt 109 Citrus Heignts. Ce. 95610 ■I�■1'1 �'�1"11'I NON S ■;�■R�'1) �Ympff ON ■;MI■■■■MKMMMI ►iii ice■ ;` ■ J17► ■■■■■■It■I►.. IV■I ■E■EMMI,■ , ■ ■;EMM■■■■■■IOlson ■■■�■■11■I■I�rii�����■■/ ■I■i!%%%'I"'' �/riil■'' I ■■■�,C /■ ■ems_;■ „_ ■ ��V�■t■► •■' . t■■N;■ , ■ �■■■■■r,�1 �I� gym► ■■■MEMI■EMEMMIS ,. MENEM MEMO MEMMIME MEN ■EMMI •■■NNE■.,. „ MINIEN ■�• •�. ENEMA o %■■■■■■■■■■■ MINE ■■■i► MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Re: 0617105 _ Fax 916/676-1909 r Thomas The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Systems Plus Lumber. Pages or sheets covered by this seal: 850868189 thru 850868298 My license renewal date for the state of California is December 31, 2018. Q,�,pFESS1pNq, ONIO J C 76428 z ` * o p EXP. 12/31/2018 S'�9T V � ���Q. • June 16,2017 Hernandez, Marcos IMPORTANT NOTE: Truss Engineer's responsibility is solely for ' design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. s - IJobbuss IIruss type ;Qty .Ply ;Thomas R52219478 10617105 A01 (Roof Special Girder ;1 Systems Plus Lumber Co, Anderson, CA 8.130 s Sep 1 2017 MiTek Industries, Inc. Mon Nov 6 17:42:08 2017 Page 1 ID:weCz4kgGPnZk5LH 8Pf6Odiz6KTh-CiBAJ2X1 TZNPv2PG6vA3pOhz8tc62sIDR8Mlh2yLgcj -2-0-0, 5-6-12 6-0-12 8-9-8 13-2.5 17-7-3 22-0-0 24-7-12 29-6-1 34-6-3 39-8-0 2.0.0 5-6-12 0-'6-0 2-8-12 4-4-13 4-4.13 4-4-13 2-7-12 4-10-5 5-0-1 5-1-13 5x10 = 6.00 12 4x6 = 4x8 = 2x4 II 4x10 = 3x5 It 3x10 Scale = 1:75.7 5x8 = 010 = 08 = 3x5 = 5x8 = AB IT Y X to AQ AR - v AS 4x10 = 4x8 I " rAZ BA "BB BC BO ry BE BF 1 4 4x6 = 4x8 3x5 II 3x5 II 7x8 = 3x5 II 4x8 = 3x5 It 8x12 = I 5-6-12 6-.0-0 B-0-8 I 13-2-5 17.7-3 1 22-0.0 24-7-12 29-6-1 34-6-3 39 -8 5-6-12 0-5-4 2-9-8 4-4-13 4-4-13 4-4-13 2-7-12 4-10-5 5.0-1 5-1-13 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2015lrP12014 CSI. TC 0.51 BC 0.86 WB 0.91 Matrix -MSH DEFL. in (loc) I/defl L/d Vert(LL) 0.17 S -T >999 240 Vert(CT) -0.24 S -T >965 180 Horz(CT) 0.07 P n/a n/a PLATES GRIP MT20 220/195 Weight: 459 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2X6 DF SS G 'Except* except end verticals, and 2-0-0 oc purlins (6-0-0 max.): C -L. D-V,G-Q: 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Stud/Std G *Except* L -M: 2x4 DF No.1&Btr OTHERS 2x6 DF SS G REACTIONS. (Ib/size) W=2879/0-3-8 (min. 0-1-9), P=4626/0-3-8 (min. 0-2-8), AB=548/0-5-8 (min. 0-1-8) Max Horz W=119(LC 5) Max Uplift W=-1553(LC 4), P=-2946(LC 5) Max Grav W=2879(LC 1), P=4725(LC 20), AB=571(LC 16) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-184/943, C -AC= -2954/3429, D -AC= -2954/3429, D -AD= -5139/4794, AD -AE= -5139/4794, E -AE= -5139/4794, E -AF= -5139/4794, AF -AG= -5139/4794, F -AG= -5139/4794, F-AH=-1025/1330,AH-Al=-1025/1330, G -AI= -1025/1330, G -AJ= -1180/1479, H -AJ= -1180/1479,H -I= -2764/3357,1 -AK= -2764/3357, AK -AL= -2764/3357,J -AL= -2764/3357, J -AM= -1103/0, AM -AN= -1103/0, K -AN= -1103/0, L -X=0/634 BOT CHORD B -AQ= -798/249, AQ -AR= -798/249, W -AR= -798/249, D -U=-845/990, U -AT= -3816/3235, AT -AU= -3810/3187, T -AU= -3802/3138, T -AV= -3515/3774, AV -AW= -3515/3774, S -AW= -3515/3774, S -AX= -3515/3774, AX -AY= -3515/3774, R -AY= -3515/3774, G -R=-114/336, Q -AZ= -530/332,P -AZ= -530/332, P-BA=-962/1947,BA-BB=-962/1947, O -BB= -962/1947, O -BC= -962/1947, BC -BD= -962/1947, N -BD= -962/1947 WEBS C -W=-2088/1445, U -W=-635/166, C -U=-3249/3562, D -T=-1629/2391, E -T=0/966, F-T=-1468/1457,F-S=436/1710,F-R=-5429/4755, P -R= -3045/2581,H -R=-1897/2249, H -P=-1776/1301, J -P=-2726/1304, J-0=0/290, J -N=-1088/1399, K -N=473/526, N -X=0/922, K -X=-1105/0, L -AB= -584/0 ESS/pN9 NOTES- (14) oQRpF � TEOJ) 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: O S� 2C Top chords connected as follows: 2x4 - 1 raw at 0-9-0 oc. Q� n R7 Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc. of C 75435 Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. LIJ W C M 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to EXP. 03/3112018 ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. ;, 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; ST C • ►.� P MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. November 6,2017 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. WARNING. Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. !• ' Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �, a truss system. Before use, the building designer must verify the applicabitily of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing o1 trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and BCS] Building Component I 7777 Greenback Lane ' - Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 ra, ue:.,t re oaa.n Re: 0617105 Thomas $PERMITNUM $PERMITADDR I MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Systems Plus Lumber. Pages or sheets covered by this seal: R52219478 thru R52219478 My license renewal date for the state of California is March 31, 2018. November 6,2017 Teodosescu, Eduard IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. I R52219478 7105 A01 (Roof Special Girder systems rms wmoer'o, r erson, t,H 8.130 s Sep 1 2017 MiTek Industries, Inc. Mon Nov 6 17:42:08 2017 Page 2 ID:weCz4 kgGPnZk5LHBPf6Odiz6KTh-Ci8AJ 2X 1 TZNPv2PG6vA3pOhz8tc62sIDR8Mlh2yLgcj NOTES- (14) 7) *This truss has been designed for alive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Bearing at joint(s) AB considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1553 Ib uplift at joint W and 2946 Ib uplift at joint P. 11) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 Ib down and 89 Ib up at 5-8-8, 93 Ib down and 129 Ib up at 8-0-12, 486 Ib up at 10-0-12, 486 Ib up at 12-0-12, 486 Ib up at 14-0-12, 486 Ib up at 16-0-12, 486 Ib up at 18-0-12, 463 Ib up at 20-0-12, 93 Ib down and 133 Ib up at 22-0-12, 93 Ib down and 133 Ib up at 24-0-12, 93 Ib down and 133 Ib up at 24-11-4, 93 Ib down and 133 Ib up at 26-114, 93 Ib down and 133 Ib up at 28-114, 93 Ib down and 133 Ib up at 30-11-4, 93 Ib down and 133 Ib up at 32-11-4, 93 Ib down and 133 Ib up at 34-11-4, and 93 Ib down and 133 Ib up at 36-11-4, and 132 Ib down and 136 Ib up at 39-0-10 on top chord, and 49 Ib down at 2-0-12, 278 Ib down and 101 Ib up at 4-0-12, 69 Ib down at 8-0-12, 747 Ib down and 254 Ib up at 10-0-12, 747 Ib down and 255 Ib up at 12-0-12, 747 Ib down and 257 Ib up at 14-0-12, 747 Ib down and 258 Ib up at 16-0-12, 747 Ib down and 260 Ib up at 18-0-12, 747 Ib down and 261 Ib up at 20-0-12, 69 Ib down at 22-1-12, 69 Ib down at 24-0-12, 69 Ib down at 24-11-4, 69 Ib down at 26-11-4, 69 Ib down at 28-11-4, 69 lb down at 30-11-4, 69 Ib down at 32-11-4, 69 Ib down at 34-11-4, and 69 Ib down at 36-114, and 80 Ib down at 39-0-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1.15, Plate Increase= 1.15 Uniform Loads (plf) Vert: A -C=-60, C -L=-60, B -V=-20, R -U=-20, M -Q=-20 Concentrated Loads (lb) Vert: C=-0 L=-132 G=-93 M= -54(F) R= -51(F) H=-93 P= -51(F) AC= -93 AD=268 AE=268 AF=268 AG=268 AH=268 AI=268 AJ= -93 AK= -93 AL= -93 AM= -93 AN= -93 AO= -93 AP= -93 AQ= -28(F) AR= -278(F) AS= -51(F) AT= -747(F) AU= -747(F) AV= -747(F) AW= -747(F) AX= -747(F) AY= -747(F) AZ= -51(F) BA= -51(F) BB= -51(F) BC= -51(F) BD= -51(F) BE= -51(F) BF= -51(F) i - A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. t I Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 4 �• i a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and SCSI Building Component E 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. 0-116 I For 4 x 2 orientation, locate plates 0- 'h6' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. " Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown In ft -In -sixteenths (Drawings not to scale) 2 3 TOP CHORDS BOTTOM CHORDS Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X -bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I p bracing should be considered. IY O 3. Never exceed the design loading shown and never Ustack materials on inadequately braced trusses. d O 4. Provide copies of this truss design to the building 1-- designer, erection supervisor, property owner and all other interested parties. 8 7 6 5 I 5. Cut members to bear tightly against each other. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ESR1988 ER -3907, ESR -2362, ESR -1397, ESR -3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved Nil 0 MiTek G MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable onvironmontal; health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. Job Truss Truss Type Qty Ply Thomas. I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 R50868190 0617105 A02 Roof Special 1 1 MT20 220/195. TCDL 10.0 Lumber DOL 1.15 BC 0.74 Vert(CT) -0.65 Job Reference (optional) Systems Plus Lumber GO, Anaerson, GA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:11 2017 Page 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-cntPWVIk7A68oZ24YvKoviuunsO9cBT6kOZVAQz5i16 8-0.12 , 7.8.8 -240 3-4-2 6-1-12 7412 � 132-5 154-12 17-7J 2240 F 27-8-15 33-7-9 39-8-0 240 34-2 - 2-9-10 1-5-0 0-8-1 4-4-13 2-2-7 2-2-7 4-4.13 5$15 5-10.11 647 0-1-12 Scale = 1:74.8 04-4 5x10 = 5x8 = 3x4 II 4x6 = 4x6 = 3x6 = 3x5 = 3x5 = 5x14 = a nn 3x6 ' - 6x6 — 3x4 II 3x4 II 5x14 = 4x8 = 3x4 II .h X 1¢ LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) 0.24 0 >999 240 MT20 220/195. TCDL 10.0 Lumber DOL 1.15 BC 0.74 Vert(CT) -0.65 O -P >611 180 BCLL 0.0 Rep Stress Incr, YES WB 0.91 Horz(CT) 0.12 X ri n/a BCDL 10.0 Code IBC2015,,TP12014 Matrix -MSH Weight: 207 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD BOT CHORD 2X4 DF No.1 &Btr G *Except* D-R,F-N: 2X4 DF Stud/Std G BOT CHORD WEBS 2X4 DF Stud/Std G WEBS OTHERS 2X6 DF SS G REACTIONS. (Ib/size) B= -669/0 -5 -8,S=2815/0 -3-8,X=1139/0-5-8 Max Horz B=158(LC 27) Max Uplift B=-906(LC 20), S=-805(LC 8), X=358(LC 8) Max Grav B=338(LC 4), S=2849(LC 19), X=1151(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-747/2422, C -D=-305/1142, D -E=317/1073, E -F=1599/471, F -H=-3040/915, 1-1-1=2177/642, I -J=-1470/429 BOT CHORD B -S=-2084/647, P -Q=-456/1599, 0-13=913/3099, F-0=0/311, L -M=-428/1470 WEBS M-0=-593/2064, H -O=-300/949, H -M=759/333, I -M=-252/837, I -L=796/337, C -S=-2256/709, C -Q=-241/659, Q -S=-1317/459, J -L=-463/1603, E -P=-72/678, E -Q=-28781817, F -P=1616/499 Structural wood sheathing directly applied or 7-3-15 oc pudins, except end verticals, and 2-0-0 oc purlins (3-6-13 max.): C -J. Rigid ceiling directly applied or 3-11-6 oc bracing. 1 Row at midpt E -Q, F -P MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable, end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing at joint(s) X considers parallel to grain value using ANSIIrPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 906 Ib uplift at joint B, 805 Ib uplift at joint S and 358 Ib uplift at joint X. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom Chord. t 4 i Q 'OFESSIOIV44 P��ONIO U v C 76428 z * ��y EXP. 12131/2018 CIVIL �P OF CAi. June 16,2017 ® WARNING - Vertly, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, note a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into �'he overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlrrPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Thomas • a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ' .R50868190 0617105. A02 Roof Special 1 1 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Reference o clonal Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc.. Fri Jun 16 13:13:11 2017 Page 2 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-cntP WVI k7A68oZ24YvKoviuuns09cBT6kOZVAQz5i 16 NOTES- (11) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 60 Ib down and 109 Ib up at 7-9-14, 76 Ib down and 69 Ib up at 10-0-12, 79 Ib down and 71 Ib up at 12-0-12, 79 Ib down and 71 Ib up at 14-0-12, 79 Ib down and 71 Ib up at 16-0-12, 79 Ib down and 71 Ib up at 18-0-12, 79 Ib down and 71 Ib up at 20-0-12, 79 Ib down and 71 Ib up at 22-0-12, 79 Ib down and 71 Ib up at 24-0-12, 79 Ib down and 71 Ib up at 24-11-4, 79 Ib down and 71 Ib up at 26-11-4, 79 Ib down and 71 Ib up at 28-11-4, 79 Ib down and 71 Ib up at 30-11-4, 79 Ib down and 71 Ib up at 32-11-4, 79 Ib down and 71 Ib up at 34-11-4, and 79 Ib down and 71 Ib up at 36-11-4, and 84 Ib down and 80 Ib up at 39-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=60, C -J=-60, R -U=20, O -Q=-20, K -N=-20 Concentrated Loads (lb) Vert: J=-40 4 , ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7479 rev. 10109/2015 BEFORE USE. ^ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not . a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Carus Heights, CA 95610 Job Truss Truss Type Qty Ply Thomas a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into Ore overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 850868191 0617105 A03 Roof Special 1 1 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Reference (optional) z,yslems MUS Winner UO, Anderson, UA t1.11U S Apr 13 Zu1 / MI 1 eK mausmes, mC. t•n Jun lb 13:13:13 ZUl 1 Pagel ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-YA?AxBJ foMsItCSfKNG_7_lvglz466PCi2cEJz5il4 10.0.12 HF -2 2AA 6-1-12 2-7-12 0.11- 5-7-5 -6.3-15 5-8-15 5.10-11 6-0.7 0.4-0 Scale =1:7a.e C dl/ 3x4 11 5x8 = 3x5 = 3x4 II 3x4 = 3x6 = 3x5 = 5x8 = 5x14 = 3x5 = 3x5 = 3x4 II 3x4 I I d Y ld 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) 0.15 G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.46 Vert(CT) -0.41 P -Q >975 180 BCLL 0.0 Rep Stress Incr YES WB 0.84 Horz(CT) 0.07 Y n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 224 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 8-9-15 oc purlins, BOT CHORD 2X4 DF No.t&Btr G *Except* except end verticals, and 2-0-0 oc purlins (4-0-12 max.): E -K. D-S,G-O: 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 5-5-7 oc bracing. WEBS 2X4 DF Stud/Std G *Except* MiTek recommends that Stabilizers and required cross bracing F-P,J-N: 2X4 DF No.1 &Btr G be installed during truss erection, in accordance with Stabilizer OTHERS 2X6 OF SS G Installation quide. REACTIONS. (Ib/size) B= -367/0 -5 -8,T=2450/0 -3-8,Y=1203/0-5-8 Max Horz B=195(LC 8) Max Uplift B=-573(LC 20), T=-702(LC 8), Y=385(LC 8) Max Grav B=237(LC 9), T=2501(LC 19), Y=1225(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-562/1673, C -D=-137/398, D -E=-130/426, E -F=-1656/503, F -G=-2443/745, G -H=-2418/740, H -J=1892/568, J -K=-1249/371 BOT CHORD B -T=1420/428, P-0=-483/1648, G -P=388/227, M -N=-368/1249 WEBS C -T=1773/577, R -T=1442/471, C -R=399/1387, E -R=1483/508, E -Q=-531/1898, F-0=908/389, F -P=-292/917, N -P=520/1784, H -P=-208/632, H -N=716/326, J -N=253/824, J -M=-869/363, K -M=438/1494 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vul1=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �OFESSIQ/yq 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide �QeQ ZON I() 16C will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. �2 rQ y 7) Bearing at joint(s) Y considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify U O� - (m(1 capacity of bearing surface. :3 U C 76428 Z 8) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 573 Ib uplift at joint B, 702 Ib uplift at Q joint T and 385 Ib uplift at joint Y. * 17- EXP. 1 31/2018 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. CIVIL T9TFOFCAI June 16,2017 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. ^ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not lei a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into Ore overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPIl Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei Ms CA 95610 Job Truss Truss Type Qty Ply Th omas 850868191 0617105 A03 Roof Special 1 1 • Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:13 2017 Page 2 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-YA?AxBJ_foMsltCSfKNG 7 Ivglz466PCi2cEJz5il4 NOTES- (11) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 62 Ib down and 111 Ib up at 9-9-14, 77 Ib down and 70 Ib up at 12-0-12, 80 Ib down and 72 Ib up at 14-0-12, 80 Ib down and 72 Ib up at 16-0-12, 80 Ib down and 72 Ib up at 18-0-12, 80 Ib down and 72 Ib up at 20-0-12, 80 Ib down and 72 Ib up at 22-0-12, 80 Ib down and 72 Ib up at 24-0-12, 80 Ib down and 72 Ib up at 24-11-4, 80 Ib down and 72 Ib up at 26-11-4, 80 Ib down and 72 Ib up at 28-11-4, 80 Ib down and 72 Ib up at 30-11-4, 80 Ib down and 72 Ib up at 32-11-4, 80 Ib down and 72 Ib up at 34-11-4, and 80 Ib down and 72 Ib up at 36-11-4, and 85 Ib down and 82 Ib up at 39-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -E=-60, E -K=-60, S -V=-20, P -R=-20, L -O=-20 Concentrated Loads (lb) Vert: K=-40 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPlt Quality Criteria, OSB -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty PlyThomas MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in 850868192 0617105 A04 Roof Special 1 1 L -M >999 240 MT20 220/195 'TCDL 10.0 Lumber DOL 1.15 BC 0.53 Vert(CT) -0.44 Job Reference (optional) J7slems.rlus LumUer W,nlleelsun, l.n e.I lu s may aNII -lex Inousmes,Inc. " rn Jun le ZVI/ rage I0:weCz4kgGPnZk5LH8Pf6Odiz6KTh-B8015L9Y52SorEgwJoLjMFAAwptoyjd 1 n9Dz8mz5gfs 12-0.12 -2-0.0 6- -12 8-9-8 11-6- 2 16-8- 22-0.0 27.8.15 30-7-4 33 -9 39-8-0 2-0-0 e-1-12 2-7-12 2-9-4 0-6- 4.7.5 5.315 - 5-8-15 2-10.5 30.5 6.0.7 Scale = 1:76.4 5x8 = 2x4 II 4x5 = 5x8 = 3x4.— 5x8 = 3x6 = 5x14 = L n 3x5 — 3x5 = 3x4 II 3x5 II 6x8 = 3x4 II 121-6 6- -12 7-8-115 3 37-90 9-0398 2876-1-12 -4 -9 5-15 5315-1.1 I 05 5 -5 6 Plate Offsets (X,Y)—(E:0-4-0,0-1-41,[J:0-5-8,0-3-01,[N:0-7-0,0-2-81,[0:0-5-8,0-4-01 MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.12 L -M >999 240 MT20 220/195 'TCDL 10.0 Lumber DOL 1.15 BC 0.53 Vert(CT) -0.44 L -M >915 180 joint S and 398 Ib uplift at joint X. BCLL 0.0 Rep Stress Incr YES WB 0.67 Horz(CT) 0.06 X n/a n/a BCDL 10.0 Code IBC2015, TPI2014 Matrix -MSH Weight: 234 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 OF No.1 &Btr G 'Except' except end verticals, and 2-0-0 oc purlins (4-1-7 max.): E -J. D-R,G-M: 2X4 OF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 OF Stud/Std G 'Except' MiTek recommends that Stabilizers and required cross bracing J -K: 2x4 DF No.2, L-N,H-N,J-L: 2X4 OF No.1 &Btr G be installed during truss erection, in accordance with Stabilizer OTHERS 2x6 DF No.2 Installation guide. REACTIONS. (Ib/size) B=-152/0-5-8 (min. 0-1-8), S=2195/0-3-8 (min. 0-2-5), X=1243/0-5-8 (min. 0.1-8) Max Horz B=229(LC 8) Max Uplift 8=-343(LC 20), S=-622(LC 8), X=398(LC 8) Max Grav 8=185(LC 9), S=2195(LC 1), X=1243(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-456/1162, D -E=818/237, E -Y=-1609/495, Y -Z=-1609/495, F -Z=-1609/495, F -AA= -1609/495, AA -AB= -1609/495, G -AB= -1609/495, G -AC= -2027/651, AC -AD= -2027/651, AD -AE= -2027/651, AE-AF=2027/651, H -AF= -2027/651, H -AG= -1435/434, I -AG= -1435/434, I -AH= -1435/434, AH -AI= -1435/434, AI -AJ= -1435/434,J -AJ= -1435/434 BOT CHORD B -S=963/272, D -Q=-1196/363, O -P=-231/741, N -O=-632/2027 WEBS C -S=-1565/534, Q -S=1037/297, C -Q=-358/1219, D -P=312/1086, E -P=739/293, E-0=-350/1192, F-0=308/176, G -O=-568/207, H -L=-874/443, L -N=-448/1338, H -N= -236/654,)-L=-478/1591 NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 Provide OFESS/ON 3) adequate drainage to prevent water ponding. Q� , 4- -4) 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �ZON10 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide �k,0 = Q CCP will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Lu Q� 2 tr 6) A plate rating reduction of 20% has been applied for the green lumber members. Q v C 76428 z 3. 7) Bearing at joint(s) X considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. Qp �y EXP. 1 31/2018 H 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 343 Ib uplift at joint B, 622 Ib uplift at * joint S and 398 Ib uplift at joint X. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIlrPI 1. T9 IVI 10) Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. TFOF CALIF June 16,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �s a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Crlterla, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 citrus Heights, CA 95610 Job Truss Truss Type Qty Ply ho - ITho 850868192 0617105 A04 Roof Spedal 1 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s May 6 2017 MiTek Industties, Inc. Fri Jun 16 12:46:15 2017 Page 2 ID:weCz4kgGPnZk5LH8Pf60diz6KTh-B8015L9Y52SorEgwJoLjMFAAwployjd 1 n9Dz8mz5gfs NOTES- (12) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 47 Ib down and 98 Ib up at 11-8-8, 70 Ib up at 14-0-12, 72 Ib up at 16-0-12, 72 Ib up at 18-0-12, 72 Ib up at 20-0-12, 72 Ib up at 22-0-12, 72 Ib up at 24-0-12, 72 Ib up at 24-11-4, 72 Ib up at 26.11-4, 72 Ib up at 28-11-4, 72 Ib up at 30-11-4, 72 Ib up at 32-11-4, 72 Ib up at 34-11-4, and 72 Ib up at 36-11-4, and 40 Ib down and 82 Ib up at 39-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -E=-60, E -J=-60, R -U=-20, N -Q=-20, K -M=-20 Concentrated Loads (lb) Vert: J=-40 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 101031201S BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not _ a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall v �^ building design. Bracing indicated is to prevent buckling of Individual thus web and/or chord members onty. Additional temporary and permanent bracing M iTe k' ' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Thomas LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD I1850868193 0617105 A05 Roof Special 1 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Stud/Std G 'Except' MIrecommends that Stabilizers and required cross bracing J -K: 2x4 DF No.2, J-L,L-N,H-N: 2X4 DF No.1&Btr G Job Reference (optional) Aysiems rola Lumoer Ve, —emon, VH a.11U s May 0 Lul / MI I eK inousmes, Inc. rn Jun 16 IL:aL:uu Lut / rage 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-bWMjVJKyr2wrkFiE 111 dRy7rtdTHk2p6KljmGz5gaT -2-0-0 6-1-12 8-9-8 13.6-12 14 0 12 17-10-4 22-0-0 27-8-15 30-7-4 33-7-9 39-2-8 39 2-0-0 6.1-12 2-7-12 4-9-4 0- 3-9-8 4-1-12 5-8-15 2-10-5 3-0.5 5-6-15 0- - 44 = 3x4 = 3x4 11 5x8 = 3x4 = 5x8 = 3x6 = 5x14 = Scale = 1:76.4 3x5 — 3x5 = 3x4 11 3x5 11 6x8 = 3x4 = LOADING (ps() TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015ITP12014 CSI. TC 0.60 BC 0.53 WB 0.73 Matrix -MSH DEFL. in Vert(LL) -0.14 Vert(CT) -0.48 Horz(CT) 0.05 (loc) I/deft Ud N-0 >999 240 N-0 >837 180 W n/a n/a PLATES GRIP MT20 220/195 1 Weight: 240 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-10-11 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G 'Except' except end verticals, and 2-0-0 oc purlins (4-6-0 max.): E -J. D-Q,G-M: 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Stud/Std G 'Except' MIrecommends that Stabilizers and required cross bracing J -K: 2x4 DF No.2, J-L,L-N,H-N: 2X4 DF No.1&Btr G [beTinstalled during truss erection, in accordance with Stabilizer OTHERS 2x6 DF No.2 Installation guide. REACTIONS. (lb/size) B=-56/0-5-8 (min. 0-1-8), R=208010-3-8 (min. 0-2-4),W=1235/0-5-8 (min. 0-1-8) Max Hoa B=268(LC 8) Max Uplift B=-232(LC 20), R=-564(LC 8), W=335(1_C 8) Max Grav B=151(LC 9), R=2080(LC 1), W=1235(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-408/954, C -D=-271/20, D -E=-1174/306, E -X=987/304, X -Y=-989/305, F -Y=-992/306, F -Z=1731/528, G -Z=-1731/528, G -AA= -1731/537, AA -AB= -1731/537, AB -AC= -1731/537, AC -AD= -1731/537, H-AD=1731/537, H -AE= -1247/346, I -AE= -1247/346, I -AF= -1247/346, AF -AG= -1247/346, AG -AH= -1247/346, J -AH= -1247/346 BOT CHORD B -R=-778/183, D -P=-1106/328, O -AI= -446/1450, AI-AJ=446/1450, N -AJ= -446/1450, G -N=-399/267 WEBS C -R=-1534/512, P -R=-855/203, C -P=-353/1220, D -O=-240/960, E-0=0/304, F -O=-801/291, F -N=126/486, H -L=-876/417, J -L=-412/1468, L -N=-340/1209, H -N=-222/567 NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 OFESS/0N 3) Provide adequate drainage to prevent water ponding. 44 44 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��O �(ONIO y FiyC 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide = P Ccp will fit between the bottom chord and any other members, with BCDL = 10.Opsf. to 2 � 6) A plate rating reduction of 20% has been applied for the green lumber members.J r° C 76428 Z 7) Bearing at joint(s) W considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify l7 capacity of bearing surface. * EXP. 12/31/2018 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 Ib uplift at joint B, 564 Ib uplift at joint R and 335 Ib uplift at joint W. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 9TF0F CAIS June 16,2017 ® WARNING - Verlry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �e a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss' Truss Type Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not^ Ply Thomas - a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall 171 80617108A05 MiTek• Roof Special 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Job Reference (optional) ' Systems Plus Lumber Co, Anderson, CA - 8.110 s May 6 2017 MiTek Industries, Inc. Fd Jun 16 12:52:00 2017 Page 2 I D:weCz4kgGF'nZk5LH8Pf6Odiz6KTh-b WMl'VJKy2wrkFiE 111 dRy7rtdTHk2p6KljmGz5gaT NOTES- (12) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 41 Ib down and 98 Ib up at 13-11-8, 70 Ib up at 16-0-12, 72 Ib up at 18-0-12, 72 Ib up at 20-0-12, 72 Ib up at 22-0-12, 72 Ib up at 24-0-12, 72 Ib up at 24-11-4, 72 Ib up at 26-11-4, 72 Ib up at 28-11-4, 72 Ib up at 30-11-4, 52 Ib up at 32-11-4, 52 Ib up at 34-11-4, and 52 Ib up at 36-11-4, and 14 Ib down and 61 Ib up at 39-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plo Vert: A -E=60, E -J=-60, Q -T= -20, -N -P=-20, K -M=-20 Concentrated Loads (lb) Vert: J=-14 r ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not^ - a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• ' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Suite 109 " Citrus Heights, CA 95610 Job Truss Truss Type Qty PlyThomas , (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 850868194 0617105 A06 Roof Special 1 1 240 TCDL 10.0 Lumber DOL 1.15 BC 0.44 Vert(CT) Job Reference (optional) systems rms Lumoer w, Ancerson, UAo.11 u to s may o zut r mi i ex mcusmes, mc. rn uun 10 1 z:oj:1 u zut I rage 1 I D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-yZHKpHCkfU6U_TnGpbrkJOUctJZyulrZuBU5gYz5gZK i-2-0-0 6-1-12 10-8-15 15.6-12 1 " 12 � 23-3-11 31-5-0 39-8-0 2-0 0 - 6-1-12 4-7-3 4-9-13 0-6-0 7-2-15 8-1-4 8-3-0 5x8 = 6.00 12 5x8 = 3x4 = 5x8 = 2x4 II 3x6 = 5x14 = Scale = 1:75.0 3x5 — 3x5 = 3x4 = 3x6 3x8 = 54 = 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.12 O -P >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.44 Vert(CT) -0.36 O -P >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.75 Horz(CT) 0.05 U n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF No.1 &Btr G 'Except' BOT CHORD C-P,E-P,E-O: 2X4 DF Stud/Std G, J -K: 2x4 DF No.2 OTHERS 2x6 DF No.2 WEBS REACTIONS. (Ib/size) B=218/0-5-8 (min. 0-1-8), P=1780/0-3-8 (min. 0-1-14), U=1516/0-5-8 (min. 0-1-8) Max Horz B=304(LC 8) Max Uplift P=-458(LC 8), U=-506(LC 8) Max Grav B=218(LC 1), P=1780(LC 1), U=1551(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-236/333, O -E=-99/309, E -F=1343/373, F -V=1487/482, V -W=1487/482, W -X=-1487/482, G -X=1487/482, G -Y=1487/482, Y -Z=1487/482, Z-AA=1487/482, AA -AB= -1487/482, H -AB= -1487/482, H -AC= -1487/482, I -AC= -1487/482, I -AD= -1189/370, AD -AE= -1189/370, AE-AF=1189/370, J -AF= -1189/370 BOT CHORD P -AG= -317/835, AG -AH= -317/835, O -AH= -317/835, O -AI= -357/1173, N -AI= -357/1173, M -N=-357/1173, M -AJ= -354/1189,L -AJ= -354/1189 WEBS C -P=-344/192, E -P=-1654/467, E-0=-129/564, F -M=-203/535, G -M=488/308, I -M=155/427, I -L=-901/442, J -L=472/1532 PLATES GRIP MT20 220/195 Weight: 233 Ib FT = 20% Structural wood sheathing directly applied or 5-8-1 oc purlins, except end verticals, and 2-0-0 oc purlins (4-9-3 max.): F -J. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: B -P. 1 Row at midpt E -P MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate pOESSIO&4 grip DOL=1.33 Provide drainage to , Q (� 0N1p 3) adequate prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.2� 5) ' This truss has been designed for live load 20.Opsf the bottom in 3-6-0 a of on chord all areas where a rectangle tall by 1-0-0 wide U C 76428 Z will id between the bottom chard and any other members, with BCDL = 10.Opsf. =, 6) A plate rating reduction of 20% has been applied for the green lumber members. Q �y EXP. 12/31/2018 7) Bearing at joint(s) U considers parallel to grain value using ANSIlTPI 1 angle to grain formula. Building designer should verify * ti capacity of bearing surface. 7777 Greenback Lane 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 458 Ib uplift at joint P and 506 Ib uplift at V joint U. T y 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. OF CAUL 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. June 16,2017 ® WARNING - verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 rev. 10/03/2015 BEFORE USE. R^ Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSirrPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 F Job Truss Truss Type Qty Ply Thomas �^ , a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design Into ,he overall " 850868194 0617105 A06 Roof Special .. 1 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPl1 Quality Crfterla, DSB-89 and SCSI Building Component - 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s May 6 2017 MiTek Industries, Inc. Fri Jun 16 12:53:14 2017 Page 2 ID:weCz4kgGPnZk5LH8Pf60diz6KTh-Qlgi1dDMQnELcdMSMIMzrcOncivBdC5i7rDeM z5gZJ NOTES- (12) 11) Hanger(s) or other connection devices) shall be provided sufficient to support concentrated load(s) 47 Ib down and 98 Ib up at 15-8-8, 70 Ib up at 18-0-12, 72 Ib up at 20-0-12, 72 Ib up at 22-0-12, 72 Ib up at 24-0-12, 72 Ib up at 24-11-4, 72 Ib up at 26-11-4, 72 Ib up at 28-11-4, 70 Ib up at 30-11-4, 57 Ib down and 104 Ib up at 32-11-4, 57 Ib down and 104 Ib up at 34-11-4, and 57 Ib down and 104 Ib up at 36-11-4, and 98 Ib down and 112 Ib up at 39-0-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1)' Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -F=-60, F -J=-60, K -R=-20 ' Concentrated Loads (lb) Vert: J=-98 AD= -57 AE=57 AF= -57 r • a r ®WARNING - Verifydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 SEFDRE USE. " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �^ , a truss system. Before use, the building designer must verify the applicability of design parameters and propedy incorporate this design Into ,he overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is ahvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPl1 Quality Crfterla, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 Job Truss Truss Type Qty Ply Thomas MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in R50868195 0617105 A07 California 1 1 - MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.38 Vert(CT) -0.24 Job Reference (optional) systems rtes Lumoer w, Nnaerson, cA - 0.1 iu s may o zv1 r mi i eK mausmes, mc. rn uun 10 1 z:os:os zu1 / rage 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-cP3jTOmbpcvyVYJ6VFgXA5OWkrGcgVUKTLd WRtz5gYc -2-0-0 6-1-12 11-8-15 17-6-12 17- 1 11 24-6-0 31-0-5 31 -4 350-3 39-8-0 2.0-0 6-1-12 5-7-4 5-9-13 0-4-'15 6-6-5 6-6-5 0- - 5 4-0-15 4-1-13 = 6.00 12 5x8 2x4 I I 5x8 = Scale = 1:76.7 3x5 — 2x4 II 3x8 = 3x4 = 3x6 3x8 = 3x4 = 5x6 6-1-12 11-8-15 17-6-12 24-6-0 31-5-4 39-8-0 6-1-12 5.7-3 5-9-13 6-11-4 6-11-4 8-2-12 Plate Offsets (X,Y)— [F:0-4-0,0-1-41,[H:0-4-0,0-1-41,[P:0-3-8,0-1-81 MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.08 K -L >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.38 Vert(CT) -0.24 K -L >999 180 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 Ib uplift at joint B, 391 Ib uplift at joint BCLL 0.0 Rep Stress Incr YES WB 0.99 Horz(CT) 0.05 V n/a n/a 10) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH 17-8-8, 70 Ib up at 20-0-12, 72 Ib up at 22-0-12, 72 Ib up at 24-0-12, 72 Ib up at 24-11-4, 72 Ib up at 26-11-4, and 70 Ib up at Weight: 244 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-5-9 oc purlins, BOT CHORD 2X4 OF No.1 &Btr G except end verticals, and 2-0-0 oc purlins (5-5-8 max.): F -H. WEBS 2X4 DF No.1 &Btr G 'Except' BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. C-Q,C-P,E-P: 2X4 OF Stud/Std G, J -K: 2x4 OF No.2 WEBS 1 Row at midpt F -O, G -M, H -L OTHERS 2x6 OF No.2 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer [Installation guide. REACTIONS. (Ib/size) B=252/0-5-8 (min. 0-1-8), 0=1730/0-3-8 (min. 0-1-14), V=1324/0.5-8 (min. 0-1-8) Max Horz B=262(LC 8) Max Uplift B=-3(LC 8), Q=-391 (LC 8), V=-259(LC 9) Max Grav B=261(LC 19), 0=1730(LC 1), V=1372(LC 2) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD B -C=-175/282, C -D=-1179/213, D -E=-1066/240, E -F=-1359/360, F -W=-1320/392, W -X=-1320/392, X -Y=1320/392, G -Y=1320/392, G -Z=-1320/392, Z-AA=1320/392, AA -AB= -1320/392, H -AB= -1320/392, H -I=-1166/302, K -R=-198/1222, J -R=-198/1222 BOT CHORD P -AC= -265/997, O -AC= -265/997, N-0=268/1166, N -AD= -268/1166, M -AD= -268/1166, M -AE= -175/1024, L -AE= -175/1024, L -AF= -153/712, AF-AG=153/712, K -AG= -153/712 WEBS C -Q=-1577/449, C -P=-273/1356, E -P=546/202, E-0=-105/325, F -M=-130/341, G -M=-471/293, H -M=216/550, H -L=-346/185, I -L=104/628, I -K=-1255/268 NOTES- (12) a 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �OFESSIO& 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 1-0-0 wide �Q�P �ONIQ �F.jc y will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A 20% has been for the lumber 2 cn plate rating reduction of applied green members. U C 76428 Z 7) Bearing at joint(s) V considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify =, 70 capacity of bearing surface. Q EXP. 12/31/2018 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3 Ib uplift at joint B, 391 Ib uplift at joint * Q and 259 Ib uplift at joint V. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. CIV1� �P 10) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9rFOF 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 Ib down and 98 Ib up at CAL 17-8-8, 70 Ib up at 20-0-12, 72 Ib up at 22-0-12, 72 Ib up at 24-0-12, 72 Ib up at 24-11-4, 72 Ib up at 26-11-4, and 70 Ib up at 28-11-4, and 85 Ib down and 56 Ib up at 31-3-8 on top chord. The design/selection of such connection device(s) is the June 16,2017 ® WARNING - Verify design Parameters and READ NOTES ON MS AND INCLUDED MITEK REFERENCE PAGE M11-7473rev. 10/03/2015 BEFORE USE. Design valid for use only with MRek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall iDO�n building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPII Quality. Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei Ms CA 95610 Job Truss Truss Type Qty Ply [homas850868195 0617105 A07 Celifomia 1 ob Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s May 6 2017 MiTek Industries, Inc, Fri Jun 16 12:53:59 2017 Page 1 I D:weCz4kgGPnZk5LHBPf6Odiz6KTh-cP3jTOmbpcvyVYJ6VFgXA5OWkrGcgVUKTLd WRtz5gYc 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -F=60, F -H=-60, H -J=-60, K -S=20 Concentrated Loads (lb) Vert: H=-62 ® WARNING - verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11•7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUrPl1 Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Thomas 29-5-4 34-6-3 39-8-0 E -P, G -N, H -M 6-1-12 6-7-3 be installed during truss erection, in accordance with Stabilizer 850868196 0617105 A08 California 1 1 Max Uplift B=-7(LC 8), R=-366(LC 8), W=-244(LC 9) Max Grav B=301(LC 19), R=1666(LC 1), W=1296(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s May 6 2017 MiTek Industries, Inc. Fri Jun 16 12:56:47 2017 Page 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-hkCDkSozFE47fM90LXhw XLE3ae01ZS36UJPL8z5gW -2-0-0 6-1.12 12-8-15 198-12 19- 1-11 24-6.0 29-0-5 29 -4 34-6-3 39-2-8 39 2-0-0 6-1-12 6-9-13 0- - 5 4-6-5 4-6-5 0- - 5 5-0-15 4-8-5 0-5-8 5x8 = 6.00 12 2x4 II 5x8 = Scale = 1:76.5 3x5 = 2x4 II 4x5 = 3x6 = 3x8 = 3x4 = 4x4 = 3x4 II 3x4 = LUMBER- BRACING - 6-1-12 12-8-15 TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-3-2 oc purlins, 19.6-12 24-6-0 C-R,C-Q,E-Q,J-L: 2X4 OF Stud/Std G, J -K: 2x4 OF No.2 6-0-0 oc bracing: B-R,Q-R. 29-5-4 34-6-3 39-8-0 E -P, G -N, H -M 6-1-12 6-7-3 be installed during truss erection, in accordance with Stabilizer 6-9-13 4-11-4 REACTIONS. (Ib/size) 8=294/0-5-8 (min. 0-1-8), R=1666/0-3-8 (min. 0-1-12), W=1285/0-5-8 (min. 0-1-8) 4-11-4 5-0-15 5-1-13 Plate Offsets (X,Y)IF:0-4-0,0.1-41,IH:0-4-0,0-1-41,IJ:0-8-15,0-0-4i Max Uplift B=-7(LC 8), R=-366(LC 8), W=-244(LC 9) Max Grav B=301(LC 19), R=1666(LC 1), W=1296(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD C -D=-1297/227, D -E=-1164/246, E -F=-1319/348, F -X=-1148/356, X -Y=-1148/356, LOADING (psf) SPACING- 2-0-0 CSI. I -J=-937/210 DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.06 P -Q >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.29 Vert(CT) -0.18 P -Q >999 180 ��ri� Pr1�0N10 BCLL 0.0 Rep Stress Incr YES WB 0.58 Horz(CT) 0.05 W n/a n/a capacity of bearing surface. BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH R and 244 Ib uplift at joint W. S'jq CIVIL 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Weight: 261 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-3-2 oc purlins, BOT CHORD 2X4 OF No.1&Btr G except end verticals, and 2-0-0 oc purlins (6-0-0 max.): F -H. WEBS 2X4 OF No.t &Btr G 'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: C-R,C-Q,E-Q,J-L: 2X4 OF Stud/Std G, J -K: 2x4 OF No.2 6-0-0 oc bracing: B-R,Q-R. building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing OTHERS 2x6 OF No.2 WEBS 1 Row at mid pt E -P, G -N, H -M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. REACTIONS. (Ib/size) 8=294/0-5-8 (min. 0-1-8), R=1666/0-3-8 (min. 0-1-12), W=1285/0-5-8 (min. 0-1-8) Max Horz 8=278(LC 8) Max Uplift B=-7(LC 8), R=-366(LC 8), W=-244(LC 9) Max Grav B=301(LC 19), R=1666(LC 1), W=1296(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD C -D=-1297/227, D -E=-1164/246, E -F=-1319/348, F -X=-1148/356, X -Y=-1148/356, G -Y=-1148/356, G -Z=1148/356, Z -AA= -1148/356, H -AA= -1148/356, H -I=-1154/324, I -J=-937/210 BOT CHORD Q -AB= -277/1096, P -AB= -277/1096, O -P=-239/1113, O -AC= -239/1113, N-AC=239/1113, N -AD= -172/991, M -AD= -172/991, M -AE= -151/801, L -AE= -151/801 WEBS C -R=-1510/431, C -Q=-248/1319, E -Q=418/193, F -P=0/262, G -N=-319/201, H -N=-154/421, I -L=642/196, I -M=-105/385, J -L=175/1023 NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. ROFESSIpNq Q 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ��ri� Pr1�0N10 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide 2 will fit between the bottom chord and any other members, with BCDL = 10.0psf. �Z U p� C 76428 7 n 6) A plate rating reduction of 20% has been applied for the green lumber members. J 7) Bearing at joint(s) W considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Q 0 �y EX 3112018 capacity of bearing surface. 8 Provide mechanical connection b others of truss to bearing late capable of withstanding 7 Ib uplift at joint B, 366 Ib uplift at joint (Y ) 9P P 9 P J P 1 R and 244 Ib uplift at joint W. S'jq CIVIL 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. OFCA 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 46 Ib down and 98 Ib up at 19-8-8, 70 Ib up at 22-0-12, 72 Ib up at 24-0-12, 72 Ib up at 24-114, and 70 Ib up at 26-11-4, and 43 Ib down and 95 Ib up at June 16,2017 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 101OV2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type Qty Ply Thomas 850868196 0617105 A08 California 1 1 ' Jab Reference (optional) ' Systems Plus Lumber Co, Anderson, CA 8.110 s May 6 2017 MiTek Industries, Inc. Fri Jun 16 12:56:47 2017 Page 2 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-hkCDkSozFE47fM90LXhw_XLE3ae01ZS36UJPL8z5gW 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15' Uniform Loads (plf) Vert: A-F=60, F-H=-60, H-J=-60, K-T=-20 ® WARNING - Verrfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7477 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not �^ a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSB49 and BCSI Building Component 7777 Greenback Lane .Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty PlyThomas 29-7-13 34-6-3 - 3 BOT CHORD 6-1-12 6-7-3 6-7-3 R50868197 0617105 A09 PIGGYBACK BASE 1 1 FF:O-3.0,0-2-01, fl:0-3-0,0-2-01, IK:Edge,0-0-4j IN:0-3-14 0-2-01, f0:0-1-140-2-0) (Q:0-3-8 0-1-81 MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate C-R,C-Q,E-Q,K-M,S-T: 2X4 DF Stud/Std G, K -L: 2x4 DF No.2 grip DOL=1.33 Job Reference (optional) systems rms Lumner w, rnaersen, VM a.1 lu a May o 2ul / MI I eK Inaustnes, Inc. i -n Jun Ili 13:uu:z / 201 / Page 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-F3VOvhTzRgov2AzgEkdWuwSpcFgDa1HRhic330z5gSY -2-0-0 6-1-12 12-8-15 19-4-3 22-0-0 24-6-0 27-0-0 29-7-13 34-6-3 39.8-0 2-0-0 6-1-12 6.7-3 - 6-7-3 2-7-13 2.6-0 2.6-0 2-7-13 4-10.5 5-1-13 Scale = 1:77.0 5x6 2x4 II 2x4 II Fl;"- 5x6 6.00— r 3x5 = 3x4 II 3x10 = 3x6 = 010 = 05 II 05 = 3x4 II • 4x5 II 4x12 = Y d LUMBER- 6-1-12 + 12-8-15 19-4-3 22-0-0 24.6 27-0-0 29-7-13 34-6-3 - 3 BOT CHORD 6-1-12 6-7-3 6-7-3 } 2-7-13 2-6-0 2-6-0 1 2-7-13 4-10-5 1 5.1-13 Plate Offsets (X,Y)— FF:O-3.0,0-2-01, fl:0-3-0,0-2-01, IK:Edge,0-0-4j IN:0-3-14 0-2-01, f0:0-1-140-2-0) (Q:0-3-8 0-1-81 MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate C-R,C-Q,E-Q,K-M,S-T: 2X4 DF Stud/Std G, K -L: 2x4 DF No.2 grip DOL=1.33 LOADING (psf) SPACING- 2-0-0 2x6 DF No.2 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 (min. 0-1-8) TC 0.49 Vert(LL) -0.15 0-Q >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.46 Vert(CT) -0.45 O -Q >879 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.75 Horz(CT) 0.04 Y n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 270 Ib FT = 20% LUMBER- BRACING- . TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-3-1 oc purlins, , BOT CHORD 2X4 DF No.1 &Btr G 'Except* WEBS C -R=-1857/265, C -Q=-54/1699, E -Q=-549/118, J -N=0/406, J -M=-700/18, K -M=0/1113, except end verticals, and 2-0-0 oc purlins (5-4-8 max.): F -I. O -S=-376/37, G -S=-376/37, N -T=-528/15, H -T=-528/15, F-0=0/464, I -N=0/558 N-0: 2x8 DF SS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF No.1 &Btr G 'Except* JOINTS 1 Brace at Jt(s): S, T MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate C-R,C-Q,E-Q,K-M,S-T: 2X4 DF Stud/Std G, K -L: 2x4 DF No.2 grip DOL=1.33 MTek recommends that Stabilizers and required cross bracing OTHERS 2x6 DF No.2 4) Provide adequate drainage to prevent water ponding. be installed during truss erection, in accordance with Stabilizer 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �OFESSIO/�. OQ `Fid, 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide Installation guide. REACTIONS. (Ib/size) B=126/0-5-8 (min. 0-1-8), R=1955/0-3-8 (min. 0-2-2), Y=1364/0-5-8 (min. 0-1-8) p�P U C 76428 8) Bearing at joint(s) Y considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Max Hoa B=278(LC 8) capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 Ib uplift at joint B and 201 Ib uplift at O y EXP. 12/31/2 H Max Uplift B=-74(LC 9), R=201(1_C 8) joint R. 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. Max Grav B=126(LC 1), R=2007(LC 19), Y=1394(LC 2) 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �TFQF AL\F��� FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-288/748, C -D=-1299/0, D -E=-1165/2, E -F=-1408/0, F -G=-1288/0, G -Z=1287/0, Z -AA= -1287/0, H-AA=1287/0, H -I=-1291/0, I -J=-1348/0, J -K=-1042/8 BOT CHORD B -R=-589/57, Q -R=-589/57, O-AB=0/1095, P-AB=0/1095, O -P=0/1102, N-0=0/1284, N-AC=0/895, M-AC=0/891 WEBS C -R=-1857/265, C -Q=-54/1699, E -Q=-549/118, J -N=0/406, J -M=-700/18, K -M=0/1113, O -S=-376/37, G -S=-376/37, N -T=-528/15, H -T=-528/15, F-0=0/464, I -N=0/558 NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 200.01b AC unit load placed on the top chord, 24-6-0 from left end, supported at two points, 4-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �OFESSIO/�. OQ `Fid, 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide (�Ni[7 �i ti will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) A rating reduction of 20% has been for the lumber 2 U plate applied green members. p�P U C 76428 8) Bearing at joint(s) Y considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 Ib uplift at joint B and 201 Ib uplift at O y EXP. 12/31/2 H * joint R. 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �P 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �TFQF AL\F��� 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. June 16,2017 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10103/2015 BEFORE USE. ■ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ^ a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrP11 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 - Job Truss Truss Type Qty Ply Thomas TC 0.49 TCDL 10.0 Lumber DOL 1.15 BC 0.46 R50868198 0617105 A10 PIGGYBACK BASE 1 1 Code IBC2015/TPI2014 Matrix -MSH LUMBER - TOP CHORD 2X4 DF No.1&Btr G Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s May 6 2017 MiTek Industries, Inc. Fri Jun 16 13:02:57 2017 Page 1 I D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-swZ5OzH36whd2DRVOEJh_YgRljtJjtQWB2x?Khz5gQC -2-0-0 6-1-12 12-8-15 19-4-3 22-0-0 24-6-0 27-0-0 29-7-13 33.5-12 3 &- 39-8-0 2-0.0 6-1-12 6-7-3 6-7-3 2-7-13 2-6-0 2-6-0 2-7.13 3-9-15 -0- 5-1-13 Scale = 1:77.0 5x6 2x4 II 2x4 II 54 = 6.00 112 _ .. n V V V IVI L 3x5 —_ 3x4 II 3x10 = 3x6 =4x10 = 05 II 05 = 3x4 II 05 II 012 = LOADING (PSI) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.49 TCDL 10.0 Lumber DOL 1.15 BC 0.46 BCLL 0.0 Rep Stress Ina YES WB 0.75 BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF NoA &Btr G *Except* N-0: 2x8 DF SS WEBS 2X4 DF No.1&Btr G *Except* C-R,C-Q,E-Q,S-T,K-M: 2X4 DF Stud/Std G, K -L: 2x4 DF No.2 OTHERS 2x6 DF No.2 DEFL. in (loc) Udell L/d Vert(LL) -0.15 O -Q >999 240 Vert(CT) -0.45 O -Q >879 180 Horz(CT) 0.04 Y n/a n/a BRACING - TOP CHORD BOTCHORD JOINTS REACTIONS. (Ib/size) B=126/0-5-8 (min. 0-1-8), R=1955/0-3-8 (min. 0-2-2), Y=1364/0-5-8 (min. 0-1-8) Max Horz B=278(LC 8) Max Uplift B=-74(LC 9), R=201(1 -C 8) Max Grav B=126(LC 1), R=2007(LC 19), Y=1394(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-288/748, C -D=-1299/0, D -E=-1165/2, E -F=-1408/0, F -G=-1288/0, G -Z=1287/0, Z -AA= -1287/0, H -AA= -1287/0, H -I=-1291/0, I -J=-1348/0, J -K=-1042/8 BOT CHORD B -R=-589/57, Q -R=-589/57, Q-AB=0/1095, P-AB=0/1095, O -P=0/1102, N-0=0/1284, N-AC=0/895, M-AC=0/891 WEBS C -R=-1857/265, C -Q=-54/1699, E -Q=-549/118, O -S=-376/37, G -S=-376/37, N -T=-528/15, H -T=-528/15, F-0=0/464, I -N=0/558, J -M=700/18, K -M=0/1113, J -N=0/406 PLATES GRIP MT20 220/195 Weight: 270 Ib FT = 20% Structural wood sheathing directly applied or 5-3-1 oc purlins, except end verticals, and 2-0-0 oc purlins (5-4-8 max.): F -I. Rigid ceiling directly applied or 6-0-0 oc bracing. 1 Brace at Jt(s): S, T MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 200.0Ib AC unit load placed on the top chord, 24-6-0 from left end, supported at two points, 4-0-0 apart. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Bearing at joint(s) Y considers parallel to grain value using ANSIITPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 74 Ib uplift at joint E and 201 Ib uplift at joint R. 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. f�OFESSIO/V ONIO C 76428 z v EXP. 12131/2 ti OF June 16,2017 ® WARNING - Verlly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Nil -7473 rev. 10/0312015 BEFORE USE. Design valid for use ony with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not ^ a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei Me CA 95610 Job Truss Truss Type Qty PlyThomas Plate Grip DOL 1.15 TC 0.47 TCDL 10.0 Lumber DOL 1.15 BC 0.45 850868199 0617105 All PIGGYBACK BASE 3 1 Code IBC2015/rP12014 Matrix -MSH LUMBER - except end verticals, and 2-0-0 oc purlins (5-5-14 max.): F -I. BOT CHORD TOP CHORD 2X4 DF No.1&Btr G Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s May 6 2017 MiTek Industries, Inc. Fri Jun 16 13:04:47 2017 Page 1 I D:weCz4kg GPnZk5LH 8 Pf6Odiz6KTh-e4C hTac3DjYOF7re SLI URID EH 3P6Udti U9bp BJz5gOU -2-0-0 6-1-12 12-8-15 19-4-3 22-0-0 24-6-0 27-0-0 29-7-13 33-5-12 3 -6- 39-8-0 2-0-0 6-1-12 6-7-3 6.7-3 2-7-13 2-6-0 2-6-0 2-7-13 3.9-15 -o- 5-1-13 54 = 2x4 11 6.00 11-7 2x4 II 5x6 = Scale = 1:77.0 L3JX4 3x4 5x8 = 3x6 E 2x4 = 8x12 = D K 5x8 ' ATTIC RESIDEC LIMITED ACCE20 PSF. ORAGE USEONLY.A n B Y I¢ t OA b R Q AB P 0 N AC M L 3x5 —_ 3x4 II 3x10 = 3x6 4x10 = 4x5 II 4x5 = 3x4 II 4x5 II 4x12 = 6-1-12 12-8-15 19-4-3 22.0-0 24-6-0 27-0-0 29-7-13 33-5-12 3 -6- 39-8-0 6-1-12 6-7-3 6-7-3 2-7-13 2-6-0 2-6-0 2-7-13 3-9-15 -0- 5-1-13 Plate Offsets (X.Y)— fF:0-3-0.0-2-01. r1:0-3-0.0-2-01. rK:Edae.0-0-51. fN:0-3-14.0-2-01. 10:0-1-14.0-2-01. r0:0 -3 -8.0 -1 -BI LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.47 TCDL 10.0 Lumber DOL 1.15 BC 0.45 BCLL 0.0 Rep Stress Incr YES WB 0.74 BCDL 10.0 Code IBC2015/rP12014 Matrix -MSH LUMBER - except end verticals, and 2-0-0 oc purlins (5-5-14 max.): F -I. BOT CHORD TOP CHORD 2X4 DF No.1&Btr G JOINTS BOT CHORD 2X4 DF No.1 &Btr G 'Except' MiTek recommends that Stabilizers and required cross bracing N-0: 2x8 DF SS be installed during truss erection, in accordance with Stabilizer WEBS 2X4 DF No.1&Btr G *Except* C-R,C-Q,E-Q,S-T,K-M: 2X4 DF Stud/Std G, K -L: 2x4 DF No.2 OTHERS 2x6 DF No.2 DEFL. in (loc) I/def! L/d PLATES GRIP Vert(LL) -0.15 O -Q >999 240 MT20 220/195 Vert(CT) -0.45 O -Q >887 180 Horz(CT) 0.04 Y nla n/a Weight: 270 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-15 oc purlins, except end verticals, and 2-0-0 oc purlins (5-5-14 max.): F -I. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. JOINTS 1 Brace at Jt(s): S, T MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=131/0-5-8 (min. 0-1-8), R=1927/0-3-8 (min. 0-2-2), Y=1338/0-5-8 (min. 0-1-8) Max Horz B=278(LC 8) Max Uplift B=-69(LC 9), R=229(1_C 8), Y=-4(LC 9) Max Grav B=131(LC 1), R=1979(LC 19), Y=1368(LC 2) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-298/737, C -D=-1277/5, D -E=-1143/24, E -F=-1373/17, F -G=-1251/23, G -Z=1251/23, Z -AA= -1251/23, H -AA= -1251/23, H -I=-1254/22, I -J=1313/23, J -K=-1021/29 BOT CHORD B -R=-579/66, Q -R=-579/66, Q -AB= -11/1076, P-AB=11/1076, O -P=-4/1083, N-0=0/1248, N-AC=0/877, M-AC=0/872 WEBS C -R=-1829/292, C -Q=-85/1667, E -Q=-535/132, O -S=-348/65, G -S=-348/65, N -T=-497/45, H -T=497/45, F-0=0/444, I -N=0/536, J -M=682/36, K -M=0/1089, J -N=-10/389 NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 150.01b AC unit load placed on the top chord, 24-6-0 from left end, supported at two points, 4-0.0 apart. 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Bearing at joint(s) Y considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 69 Ib uplift at joint B, 229 Ib uplift at joint R and 4 Ib uplift at joint Y. 10) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ESS /0 0 N 10 U Q C 76428 z A OF June 16,2017 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall Lei' building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 Job Truss Truss Type Qty Ply Thomas TC 0.40 TCDL 10.0 Lumber DOL 1.15 BC 0.35 850868200 0617105 Al2 Piggyback Base 1 1 Code ISC2015ITP12014 Matrix -MSH LUMBER - except end verticals, and 2-0-0 oc purlins (5-11-2 max.): F -H. BOT CHORD TOP CHORD 2X4 DF No.18Btr G Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 6.110 s May 6 2017 MiTek Industries, Inc. Fri Jun 16 13:06:53 2017 Page 1 I D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-xJgJwg85XQQBMUTsroY 1 YJRnZsRHOaMFSm6UCoz5gM W 2 0 0 6-1-12 12-3-8 19-4-3 24.6-0 27-8-0 29-7-13 34.6-3 39-8-0 1 2-0.0 6-1-12 6-1-12 I 7-0-11 5-1-13 3 2-0 1-1r 1-131 4-10-5 5-1-13 5x6 = 3x8 = 5x6 = N _ 3x5 — 3x5 = 3x4 II 2x4 II 4x8 = 3x4 II LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.40 TCDL 10.0 Lumber DOL 1.15 BC 0.35 BCLL 0.0 ' Rep Stress Ina YES WB 0.85 BCDL 10.0 Code ISC2015ITP12014 Matrix -MSH LUMBER - except end verticals, and 2-0-0 oc purlins (5-11-2 max.): F -H. BOT CHORD TOP CHORD 2X4 DF No.18Btr G BOT CHORD 2X4 DF No.18Btr G 'Except' WEBS 1 Row at midpt G -Q, G-0 E -S: 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing WEBS 2X4 DF No.18Btr G 'Except' Installation guide. C-T,R-T,C-R,I-O,J-L,L-O: 2X4 DF Stud/Std G, J -K: 2x4 DF No.2 OTHERS 2x6 DF No.2 Scale = 1:76.5 CS t 0 Y � N DEFL. in (loc) I/deb L/d PLATES GRIP Vert(LL) -0.07 Q -R >999 240 MT20 220/195 Vert(CT) -0.27 Q -R >999 180 Horz(CT) 0.11 Y n/a n/a Weight: 262 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins, except end verticals, and 2-0-0 oc purlins (5-11-2 max.): F -H. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: B -T. WEBS 1 Row at midpt G -Q, G-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=-6/0-5-8 (min. 0-1-8), T=2035/0-3-8 (min. 0-2-3), Y=1256/0-5-8 (min. 0-1-8) Max Horz B=278(LC 8) Max Uplift B=-129(LC 22), T=-237(LC 8), Y=58(LC 9) Max Grav B=56(LC 5), T=2035(LC 1), Y=1256(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-210/835, C -D=-1442/96, D -E=-1297/125, E -F=-1486/117, F -G=-1227/149, G -H=-1146/121, H-1=1352/104, I -J=-900/70 BOT CHORD B -T=670/3, E -R=422/93, O -R=-183/1246, Q -Z=-77/1333, P -Z=77/1333, P -AA= -77/1333, O -AA= -77/1333 WEBS C -T=1626/308, R -T=717/4, C -R=166/1913, F-0=0/362, H-0=0/360, 1-0=-39/574, I -L=930/80, J -L=-10/959, L -O=-31/804, G -P=0/289, G -Q=335/85, G -O=-441/95 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearing at joint(s) Y considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 129 Ib uplift at joint B, 237 Ib uplift at joint T and 58 Ib uplift at joint Y. 9) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSIlrPI 1. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Q'�pFESS/ON/ U�c�Oo P�10 N I0 C 76428 z OF CAUL June 16,2017 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. R Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not®w atmss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/1PI1 Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty PlyThomas 5-1-13 4-10-5 5-1-13 Plate Offsets (X,Y)— [F:0-4-0,0-2-81, [H:0-3-0,0-2-01 LOADING (psi) SPACING- 2-0-0 R50868201 0617105 A13D PIGGYBACK BASE. 1 1 TC 0.58 Vert(LL) -0.33 M -N >993 240 MT20 220/195 TCDL 10.0 Lumber DOL1.15 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:27 2017 Page 1 1 D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-8srTtzUmM57tjOG8UGdYZ3ZeGJUxMVtTOtRLjVz5iOs 2-000 12-3-8 --7-3 34-6- 32 39-81 -5 -10 5-163�2 74 51 3 Scale = 1:73.3 54 = a nn 3x4 = 5x6 = 3x5 = 3x4 = 3x6 II 12-1-12 121* 19-4-3 24-6-0 29-7-13 34-6-3 39-8-0 6-5-0 5-8-12 0-1-12 7-0-11 5-1-13 5-1-13 4-10-5 5-1-13 Plate Offsets (X,Y)— [F:0-4-0,0-2-81, [H:0-3-0,0-2-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.33 M -N >993 240 MT20 220/195 TCDL 10.0 Lumber DOL1.15 BC 0.67 Vert(CT) -0.67 M -N >491 180 BCLL 0.0 Rep Stress Incr YES WB 0.63 Horz(CT) 0.03 K n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 220 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-7 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G 'Except* except end verticals, and 2-0-0 oc purlins (6-0-0 max.): F -H. E -P: 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2X4 DF Stud/Std G 'Except* 4-5-6 oc bracing: O -P. E-N,F-N,G-N,G-M,H-M: 2X4 DF No.1 &Btr G WEBS 1 Row at midpt G -N, G -M, I -K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer- Installation guide. REACTIONS. (Ib/size) B=538/0-5-8, P=1683/0-3-8, K=1061/0-5-8 Max Horz 8=238(LC 8) ' Max Uplift B=-639(LC 27), P=-684(LC 27), K=-908(LC 30) Max Grav B=818(LC 40), P=1683(LC 1), K=1359(LC 39) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1437/1162, C -E=-781/808, E -F=-1260/900, F -G=-705/422, G -H=-912/363, H-1=1231/796, I -J=-520/535 BOT CHORD B -Q=-1194/1259, P -Q=-494/496, O -P=1639/893, E-0=1347/837, N-0=594/517, M -N=-597/934, K -M=862/1181 WEBS 0-0=-209/398, C-0=-554/188, E -N=-704/1200, G -N=-649/607, G -M=-507/611, H -M=78/258, I -M=408/573, I -K=-1664/1226 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. Q�OFESS144, 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. O �ZONIO 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chard and any other members, with BCDL = 10.Opsf. <u 5 6) A plate rating reduction of 20% has been applied for the green lumber members. J C 76428 7Z 2� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 639 Ib uplift at joint B, 684 Ib uplift at of O joint P and 908 Ib uplift at joint K. EXP. 12131!2018 8) This truss has been designed for a total drag load of 3400 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist * *' drag loads along bottom chord from 0-0-0 to 39-8-0 for 85.7 plf. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. CIVIC �P 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OFCA June 16,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7477 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �e a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall - building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfrPI1l Quality Criteria, DSO -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 Job Truss Truss Type Qty PlyThomas PLATES GRIP MT20 220/195 Weight: 220 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G 'Except' �R50868202 0617105 � A14 Piggyback Base 5 1 MiTek recommends that Stabilizers and required cross bracing - be installed during truss erection, in accordance with Stabilizer Suite 109 , Installation uide. REACTIONS. (Ib/size) B=538/0-5-8, P=1683/0-3-8, K=1061/0-5-8 Job Reference (optional) Systems Plus Lumber Go, Anderson, GA 8.110 s Apr 13 ZOl f Mi l etc Inaustnes, Inc. t•n Jun tb 13:13:18 201 / Pagel I D:weCz4kg G PnZk5LH8 Pf6Odiz6 KTh-c2 Pr4J VP7 P FkKArL2z8n5H 5pOjgA50ZcfXBuFxz5iOr r -2-0-0 1 6-5A 12-3-8 19-4-3 24-6-0 29-7-13 34&-3 39-8-0 .2-0-0 6-5-0 5-10-8 7-0-11 5-1-13 5 4 5-1-13 6i/ 54, 3x4 = 5x6 a nn F, _ 3x5 = 3x4 = 3x4 II Scale = 1:73.3 If 0 d LOADING (ps0 TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Ina YES Code IBC2015/TPI2014 CSI. TC 0.58 BC 0.67 WB 0.34 Matrix -MSH DEFL. in Vert(LL) -0.33 Vert(CT) -0.67 Horz(CT) 0.03 (loc) I/deft Ud M -N >993 240 M -N >491 180 K n/a n/a PLATES GRIP MT20 220/195 Weight: 220 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G 'Except' except end verticals, and 2-0.0 oc purlins (6-0-0 max.): F -H. E -P: 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 4-5-6 oc bracing. WEBS 2X4 DF Stud/Std G *Except* WEBS 1 Row at midpt G -N, G -M, I -K E-N,F-N,G-N,G-M,H-M: 2X4 DF No.1 &Btr G MiTek recommends that Stabilizers and required cross bracing Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. be installed during truss erection, in accordance with Stabilizer Suite 109 , Installation uide. REACTIONS. (Ib/size) B=538/0-5-8, P=1683/0-3-8, K=1061/0-5-8 Max Horz 8=238(LC 8) Max Uplift B=-68(LC 8), P=-191(LC 8), K=-80(LC 9) Max Grav B=546(LC 19), P=1683(LC 1), K=1061(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-496/0, C -E=-72/281, E -F=-880/108, F -G=705/104, G -H=-912/127, H -I=-1086/125 BOT CHORD B -Q=-120/380, O -P=-1639/222, E-0=-1347/186, M -N=-102/903, K -M=-78/824 WEBS O -Q=-125/398, C -O=-5541123, E -N=-13/997, G -N=424/116, H -M=0/258, 1-0-1135/95 , NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. FESSIQ '04 6) A plate rating reduction of 20% has been applied for the green lumber members. Q'0 Fit, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 Ib uplift at joint B, 191 Ib uplift at joint �O �(ONIO //Z:" P and 80 Ib uplift at joint K. I 8) Graphical does depict the the the the top bottom _� Q Ci puriin representation not size or orientation of purlin along and/or chord. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. J �, C 76428 z 70 tY p EXP. 1 31/2018 * CIVIL T�TFOFCAL June 16,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekS connectors. This design is based only upon parameters shown, and is for an individual building component, not a buss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall i building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' ' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 , Citrus Hei Ms CA 95610 Job Truss Truss Type Qty Ply Thomas 35-6-3 3" 43-8-0 6-5-0 5-8-12 0-1-12 850868203 0617105 A16 California 1 1 7-2-13 Plate Offsets(X,Y)fF:0-3-0,0-2-01,(H:0-3-0,0-2-01 Job Reference a tional Systems Plus Lumber Gd, Anderson, GA 6.1 lUs Apr 13 201 / MI I ek Industne5, Inc. hn Jun i6 13:13:29 2017 Pagel ID:weCz4kgGPnZk5LHBPf6Odiz6KTh-4FzDlf W t uiNbyKQXbhfoeUe0P7AdgODmtBwSGNz5iOq -2-0-0 6-5-0 12-3-8 16-9-13 1 19-5-15 Qt -11-11 24-6.0 27-0-5 29.6-1 32-10.11 36-5-3 38-1-10 43-8-0 2-0-0 6-5-0 5-10-8 4-6-5 2-8-1 2-5.12 2-6 55 2-6 5 i 2-5-12 3-4-10 3-6-7 1-8-7 5.6.6 5x6 = 3x4 = 5x6 = 6.00 12 � w 3x5 = 3x4 = 3x4 II Scale = 1:83.0 4x8 ld LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, except BOT CHORD 2X4 DF No.1 &Btr G 'Except' 2-0-0 oc purlins (6-0-0 max.): F -H. E-0: 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 4-1-5 oc bracing. WEBS 2X4 DF No.1 &Btr G 'Except' WEBS 1 Row at midpt G-0 C-R,P-R,C-P,I-L,J-L: 2X4 DF Stud/Std G, J -K: 2X6 DF SS G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) B=473/0 -5-8,0=1925/0-3-8.K=1196/0-7-0 Max Horz B=247(LC 8) Max Uplift B=-75(LC 27), Q=-335(LC 8), K=-196(LC 9) Max Grav B=502(LC 19), Q=1925(LC 1), K=1196(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-399/59, C -E=-92/498, E -F=-969/227, F -G=-770/223, 13-1-1=1179/324, H -I=-1420/319, I -J=1816/327 BOT CHORD B -R=-142/293, P -Q=-1881/366, E -P=-1621/335, O -P=-352/139, N -O=-128/1080, L -N=-221 /1576 WEBS P -R=-146/309, C -P=-623/132, H -N= -20/342,J -K=-1137/231, E-0=-118/1284, I -N=-479/216, J -L=-223/1586, G -O=-614/219, G -N=-102/283 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. FESSIQ 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. QRO &4 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide �O �ZONI� y Fy will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 Ib uplift at joint B, 335 Ib uplift at joint J C 7642$ �Z Q and 196 Ib uplift at joint K. p 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXP. 1 31/2018 ti 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 Ib down and 98 Ib up at 21-11-10, 39 Ib down and 71 Ib up at 23-11-4, and 36 Ib down and 63 Ib up at 24-11-4, and 53 Ib down and 85 Ib up at 27-0-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. T IVI 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 9TFOFCAL 1 LOAD CASE(S) Standard June 16,2017 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7479 rev. 10/09/2015 BEFORE USE. ee Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall Le building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and properly damage. for general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 6-5-0 12-1-12 12 -8 19-5-15 24-6-0 29-6-1 35-6-3 3" 43-8-0 6-5-0 5-8-12 0-1-12 7-2-7 5-0-1 5-0-1 6.0-1 0-11- 7-2-13 Plate Offsets(X,Y)fF:0-3-0,0-2-01,(H:0-3-0,0-2-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.48 Vert(I-L) -0.31 N -O >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.66 Vert(CT) -0.69 N -O >546 180 BCLL 0.0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.04 K n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MSH Weight: 236 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4-2-0 oc purlins, except BOT CHORD 2X4 DF No.1 &Btr G 'Except' 2-0-0 oc purlins (6-0-0 max.): F -H. E-0: 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 4-1-5 oc bracing. WEBS 2X4 DF No.1 &Btr G 'Except' WEBS 1 Row at midpt G-0 C-R,P-R,C-P,I-L,J-L: 2X4 DF Stud/Std G, J -K: 2X6 DF SS G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) B=473/0 -5-8,0=1925/0-3-8.K=1196/0-7-0 Max Horz B=247(LC 8) Max Uplift B=-75(LC 27), Q=-335(LC 8), K=-196(LC 9) Max Grav B=502(LC 19), Q=1925(LC 1), K=1196(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-399/59, C -E=-92/498, E -F=-969/227, F -G=-770/223, 13-1-1=1179/324, H -I=-1420/319, I -J=1816/327 BOT CHORD B -R=-142/293, P -Q=-1881/366, E -P=-1621/335, O -P=-352/139, N -O=-128/1080, L -N=-221 /1576 WEBS P -R=-146/309, C -P=-623/132, H -N= -20/342,J -K=-1137/231, E-0=-118/1284, I -N=-479/216, J -L=-223/1586, G -O=-614/219, G -N=-102/283 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. FESSIQ 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. QRO &4 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide �O �ZONI� y Fy will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 Ib uplift at joint B, 335 Ib uplift at joint J C 7642$ �Z Q and 196 Ib uplift at joint K. p 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXP. 1 31/2018 ti 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 Ib down and 98 Ib up at 21-11-10, 39 Ib down and 71 Ib up at 23-11-4, and 36 Ib down and 63 Ib up at 24-11-4, and 53 Ib down and 85 Ib up at 27-0-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. T IVI 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 9TFOFCAL 1 LOAD CASE(S) Standard June 16,2017 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7479 rev. 10/09/2015 BEFORE USE. ee Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall Le building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and properly damage. for general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job - Truss- Truss Type 0617105 A16 California Systems Plus Lumber Co, Anderson, CA LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -F=60, F -H=-60, H -J=-60, Q -S=-20, K -P=-20 Qty Ply Thomas 850868203 1 1 Job Reference (optional) 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:29 2017 Page 2 I D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-4FzDlfW l uiNbyKQXbhfOeUe0P7AdgODmtBwSoNz5iOq ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTek(D connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty PlyThomas SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl L/d PLATES GRIP TCLL 20.0 R50868204 0617105 A17 California 1 1 Lumber DOL 1.15 BC 0.84 Vert(CT) -0.68 M -N >577 180 BCLL 0.0 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:30 2017 Page 1 I D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-ZRXbV7 WffOWSaU7j90AFBiBBh WT_Zvrv6rg7Kgz5iOp -2-0-0 6-5-0 12-3-8 19-6-12 9- 1 1 24-6.0 29.0-5 29 4 3 -0- 1 45-0-0 , 2-0-0 6-5-0 5-10-8 7-3-4 0. 5 4.6-5 4-6-5 0- 5 7-7-7 7.71-5 4x6 = 6.00 12 3x4 = 4x6 Scale = 1:83.5 3x5 = 3x4 = 34 11 Plate Offsets (X Y)— (F:0-2-7,0-1-121, (H:0-2-7,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.51 Vert(LL) -0.30 M -N >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.84 Vert(CT) -0.68 M -N >577 180 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.07 J n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 231 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.t&Btr G TOP CHORD Structural wood sheathing directly applied or 3-7-14 oc purlins, BOT CHORD 2X4 DF No.t&Btr G *Except* except E -P: 2X4 OF Stud/Std G 2-0-0 oc purlins (4-10-3 max.): F -H. WEBS 2X4 DF No.1 &Btr G 'Except' BOT CHORD Rigid ceiling directly applied or 3-9-12 oc bracing. C-Q,O-Q,C-O,I-K: 2X4 DF Stud/Std G WEBS 1 Row at midpt G -N, I -M MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) J=1334/0-5-8, B=419/0-5-8, P=2182/0.3-8 Max Horz 8=232(LC 8) Max Uplift J=-254(LC 9), B=-89(LC 27), P=-422(LC 8) Max Grav J=1334(LC 1), B=457(LC 19), P=2182(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-301/113, C -E=-117/679, E -F=-1092/316, F -G=-880/302, G -H=-1456/443, H-1=1736/444, I -J=-2445/510 BOT CHORD O -P=-2138/453, E-0=-1906/431, N -O=-511/194, M -N=-207/1324, K -M=-366/2132, J -K=366/2132 WEBS C -O=-678/144, E -N=-234/1585, G -N=-870/271, G -M=-92/334, H -M=10/397, I -M=-772/253, 1-K=0/314 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 254 Ib uplift at joint J, 89 Ib uplift at joint B and 422 Ib uplift at joint P. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 Ib down and 98 Ib up at 19-11-10, 39 Ib down and 71 Ib up at 21-11-4, 32 Ib down and 57 Ib up at 23-11-4, 69 Ib down and 77 Ib up at 24-11-4, and 145 Ib down and 113 Ib up at 26-11-4, and 55 Ib down and 89 Ib up at 29-0-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. QROFESSIO/V' PN�ONIO 6 F�,c C 76428 z 0 * EXR�31/2018� CIV1� It - OF OF CAL June 16,2017 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ^ a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall ■ building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty PlyThomas I R50868204 0617105 A17 California 1 1 Job Reference o tional Systems Plus Lumber Co, . Anderson, CA LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -F=60, F -H=-60, H -J=-60, P -U=-20, O -R=-20 Concentrated Loads (lb) Vert: AA=69 AB=145 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:30 2017 Page 2 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-ZRXbV? WffOWSaU?j9OAFBiBBh WT_Zvrv6rg?Kgz5iOp ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11•7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, note a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible,pereonalinjury and property damage. For general guidance regarding the , fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 219 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei Ms CA 95610 Job Truss Truss Type Qty Ply Thomas 1.15 TCDL 10.0 Lumber DOL 1.15 R50868205 0617105 A18 California 1 1 Code IBC20115rTP12014 Weight: 257 Ib FT = 20% BRACING - Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:32 2017 Page 1 I D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-VgeLwhYvBdmApo86HpCjG7GXfKE8ljUCZ9960iz5iOn 20-4.3 17-11-11 31-54 -2-0-0 4-5-8 8-4-8 12.3.8 178-12 17- 23-4-3 25-6-0 27-7.13 11-0-5 11 a 15-11-1 40.2A 45-0-0 17-0-0 2-0-03-11-0 3.11-0 5-}4 0-1-1 2-4-8 3-0-0 2.1.13 2-1-13 3-4-6 0- 4-5-13 4-3-4 4-9-12 2-0.0 Scale = 1:86.8 0-3-3 0-1-12 5x6 = 5x8 = 6x6 = 6x6 = 6.00 12 = AD H I AE 5x8 3x5 = 3x4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code IBC20115rTP12014 LUMBER - DEFL. in TOP CHORD 2X4 OF No. 1&Btr G BOT CHORD 2X4 OF No. t&Btr G *Except* Q -R >999 240 E -T: 2X4 OF Stud/Std G WEBS 2X4 OF Stud/Std G *Except* Q -R >999 180 K-P,H-Q,F-Q,J-Q: 2X4 OF No.1&Btr G 3x4 = CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.48 Vert(LL) -0.10 Q -R >999 240 MT20 220/195 BC 0.54 Vert(CT) -0.35 Q -R >999 180 WB 0.80 Horz(CT) 0.07 L n/a n/a Matrix -MSH Weight: 257 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc purlins, except 2-0-0 oc purlins (4-10-5 max.): F -G, I -J. BOT CHORD Rigid ceiling directly applied or 3-9-1 oc bracing. WEBS 1 Row at midpt J -C! MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Quide. REACTIONS. (Ib/size) 8=384/0-5-8, T=2184/0-3-8, L=1428/0-5-8 Max Horz B=216(LC 8) Max Uplift B=-97(LC 34), T=405(1_C 8), L=-276(LC 9) Max Grav B=462(LC 26), T=2184(LC 1), L=1428(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-326/169, C -E=-138/822, E -F=-772/253, F -G=1546/439, 13-1-1=1450/407, H-1=1426/394, I -J=-1529/410, J -K=-1832/417, K -L=-2437/457 BOT CHORD S -T=2138/437, E -S=1964/408, R -S=-664/240, Q -R=-72/675, P-0=142/1556, N -P=-299/2117, L -N=299/2117 WEBS C -U=0/251, C -S=-755/167, E -R=-231/1618, F -R=-808/221, J -P=-16/450, K -P=-633/202, K -N=0/287, H -Q=311/1108, F -Q=252/1189, G -Q=924/309, I -Q=-875/271 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 97 Ib uplift at joint B, 405 Ib uplift at joint T and 276 Ib uplift at joint L. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 113 Ib down and 98 Ib up at 17-8-8, 78 Ib down and 71 Ib up at 19-11-4, 63 Ib down and 57 Ib up at 21-11-4, 64 Ib down and 50 Ib up at 23-11-4, 61 Ib down and 79 Ib up at 26-11-4, and 219 Ib down and 113 Ib up at 28-11-4, and 113 Ib down and 89 Ib up at 31-3-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. f LOAD CASE(S) Standard QROFESSIOIV, =��O ONIO y�F.yc. C3 2 r° C 76428 z � O EXP. 12/31120 H OF AUFO��\P June 16,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek* is ahvays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hel hts CA 95610 Job Truss Truss Type Ory Ply Thomas • - 850868205 0617105 A18 California 1 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:32 2017 Page 2 I D:weCz4kgGPnZk5LHBPf6Odiz6KTh-VgeLwhYvBdmApo86HpCjG7GXfKE8ljUCZ9960iz5iOn LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -F=60, F -G=-60, G -H=-60, H-1=60, I -J=-60, J -M=-60, T -V=20, S -Y=-20 Concentrated Loads (lb) Vert: AD=37 AE=26 AF -145 ® WARNING . Verily design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE Mil -7472 rev. 10/07/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss TypeQty CSI. Ply Thomas (loc) I/deft Ud PLATES GRIP TCLL 20.0 R50868206 0617105 A19 California 1 1 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 Job Reference (optional) bystems PIUS LUmDer c:o, Anaerson, GA 6.110 s Apr 13 Zu1 f MI I etc Inaustnes, Inc. I -n Jun 16 13:13:34 ZU1 / Page 1 I D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-RCm6LNa9jFOt351 VOEFBLYLuG8uYVc?V1 TeDTbz5i01 1611-11 ' 14 0-4 2-0-0 4-5-6 }11-0 }71-0 }3-0 0.1- 5.4-6 4-1-13 4-1-13 3-4-6 0 5 3 13 3-7-0 4-1-12 0-3-3 Scale = 1:86.8 6.00 12 5x8 = F 5x6 3x6 i E m D • 3x4 C '?1A 8 5x8 = SPA AI �� 5x6 = V U 3x5 = 3x4 = 3x6 II 5x6 = 4x12 = H AF 4iI = 4x6 = AE I AC AD G AC' J 3x4 K R AJ O P AK AL 0 N 4x6 = 3x6 = 4x8 =. 2x4 II 4x8 = 3x6 = 4-58 6-0A 12-1-12 128-82 158-12 21-0-3 25.{:.11 247-13 3151 -37-:L1 4670-0 45n11 4 -S -B 3-11-0 3-9-0 0-1-12 3-34 5-9-7 4-1.13 I 4-1-13 }g7 3-9-13 3-7-4 + 4-1-7� Plate Offsets (X,Y)— (F:0-4-0,0.1-41,[J:0-2-7,0-1-121,[L:0-2-12,0-1-81,fT:0-5-8,0-4-01 LOADING (ps() SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.41 Vert(LL) -0.14 O -Q >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.61 Vert(CT) -0.44 0-0 >905 180 BCLL 0.0 Rep Stress Incr NO WB.. 0.86 Horz(CT) 0.07 L nla n/a BCDL 10.0 Code IBC20151TPI2014 Matrix -MSH LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD BOT CHORD 2X4 DF No.1 &Btr G 'Except' E -U: 2X4 OF Stud/Std G BOT CHORD WEBS 2X4 DF Stud/Std G *Except* H-Q,F-R: 2X4 DF No. 1&Btr G REACTIONS. (Ib/size) B=352/0-5-8, U=2223/0-3-8, L=1421/0-5-8 Max Horz B=216(LC 8) Max Uplift 8=-100(LC 34), U=-403(LC 8), L=-268(LC 9) Max Grav B=440(LC 26), U=2223(LC 1), L=1421(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-280/223, C -E=-144/938, E -F=-345/188, F -G=-1275/347, G -H=1430/357, H-1=1403/341, I -J=-1682/396, J -K=-1956/404, K -L=-2441/441 BOT CHORD T -U=2177/435, E -T=2052/393, S -T=-781/246, R -S=-51/375, Q -R=-164/1253, O -Q=-198/1784, N -O=-292/2125, L -N=292/2125 WEBS C -V=0/270, C -T=802/173, E -S=-234/1632, F -S=-1109/235, G -R=-887/209, H -Q=-230/961, 1-0=966/291, J -O=-37/548, K-0=517/174, F -R=-225/1381 Weight: 252 Ib FT = 20% Structural wood sheathing directly applied or 4-1-6 oc puffins, except 2-0-0 oc purlins (4-9-6 max.): F -G, I -J. Rigid ceiling directly applied or 3-8-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0.0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint B, 403 Ib uplift at joint U and 268 Ib uplift at joint L. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 113 Ib down and 98 Ib up at 15-8-8, 78 Ib down and 71 Ib up at 17-11-4, 63 Ib down and 57 Ib up at 19-11-4, 64 Ib down and 50 Ib up at 21-11-4, 61 Ib down and 79 Ib up at 28-11-4, and 219 lb down and 113 Ib up at 30-114, and 113 Ib down and 89 Ib up at 33-0-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard oQ?'OFESS/0/V, Uo ONIO yF��c2 C 76428 z 0 * any EXP. 1 31/2018 CIV1\_ �P 9TFOF U, June 16,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use ontywith MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ^ a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall sot building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, OSS -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type Ory Ply Thomas ! - 850868206 0617105 A19 � California 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:34 2017 Page 2 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-RCm6LNa9jFOt351VOEFBLYi uG8uYVc7VlTeDTbz5i01 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -F=60, F -G=-60, G -H=-60, H-1=-60, I -J=-60, J -M=-60, U -W=20, T -Z=-20 Concentrated Loads (lb) Vert: AE=37 AF=26 AG=145 E ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall `r building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSS -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Pty Thomas 3x4 II E AD1;? H grip DOL=1.33 3) Provide adequate drainage to water 6.00 12 prevent ponding. 4) This truss has been designed for 10.0 bottom live load live loads. 850866207 0617105 A20 California 1 1 2 m C Z J C 76428 Z q v K Job Reference (optional) Systems VIUS LUmDer GO, Arlaerson, ,A d. 1 IVs APF I J GU If IVII I ex Inau5ule5, Inc. rn Jun 10 I a- 1 J:Jo zu 1 / rage I ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-Nbusm2bQEsGbIPSIWfHfQzRC3xdzUgoUn7KYTz5i0j 13-11-11 13-6-8 -2-0-0 4-58 8-4-6 12-36 1 16.4-3 1 194-3 22-51 266-0 286-15 31-7-13 35.0-5 3 400.11 45d-0 47-0-0 2-0-0 4-56 3.11.0 3-11-0 -34 24-6 3-0-0 3.415 3-015 3.015 3-0-15 3-4-6 5 4-11-5 41.12 Scale = 1:85.3 03.3 5x6 = G AE 1) Unbalanced roof live loads have been considered for this design. 5x8 = 4x8 = 5x8 = 4x6 = 3x4 II E AD1;? H grip DOL=1.33 3) Provide adequate drainage to water 6.00 12 prevent ponding. 4) This truss has been designed for 10.0 bottom live load live loads. QFI0 a psf chord nonconcurrent with any other AF I>3X4 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide 3x4 will fit between the bottom chord and any other members, with BCDL = tO.Opsf. 2 m C Z J C 76428 Z q v K n R AJ Q P AK O N M 0 Q A0511 5x8 = 5x6 = 34 = 2x4 II 4x8 = 2x4 11 3x6 = l IVI U T 4x8 = qT FOF design/selection of such connection device(s) is the responsibility of others. 3x5 = 3x4 = 3x6 11 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. June 16,2017 136-12 8-4-6 12-1-12 12 t64-3 194-3 22-51 256-0 31-7-13 3554 40-0-11 450-0 �4 Il4-58 F 3-11-0 3-94 04-'1-02 2TS7 r3-0-0 3-415 3-0-15 6-1-13 3-9.7 4-7-7 t 4 1-34 Plate Offsets (X,Y)—[E:0-4-0,0-1-41,[F:O-6-4,0-2-01,[H:0-2-12,0-2-81,[1:0-2-7,0-1-121,[S:0-2-8,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.10 0 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.50 Vert(CT) -0.32 0-Q >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.97 Horz(CT) 0.07 K n/a n/a BCDL 10.0 Code IBC2015ITP12014 Matrix -MSH Weight: 245 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins, BOT CHORD 2X4 OF No.1 &Btr G 'Except' except D -T: 2X4 DF Stud/Std G 2-0-0 oc purlins (4-9-2 max.): E -F, H -l. WEBS 2X4 DF Stud/Std G 'Except' BOT CHORD Rigid ceiling directly applied or 3-4-5 oc bracing. G-Q,E-R,F-Q,H-Q: 2X4 DF No.1 &Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=22710 -5 -8,T=2389/0 -3-8,K=1380/0-5-8 Max Harz B=216(LC 8) Max Uplift B=-103(LC 34), T=-419(LC 8), K=-255(LC 9) Max Grav B=349(LC 26), T=2389(LC 1), K=1380(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-112/440, C -D=-191/1298, D -E=-108/1226, E -F=-969/269, F -G=-1314/304, G -H=-1287/280, 1-1-1=1743/383, I -J=-2006/396, J -K=-2384/410 BOT CHORD B -U=-365/173, S -T=-2345/451, D -S=-263/151, R -S=-453/173, Q -R=118/928, O -Q=-207/2012, N -O=-209/2009, M -N=-274/2081, K -M=-274/2081 WEBS C -U=01326, S -U=-364/180, C -S=-884/187, F -R=-1097/248, G -Q=-137/706, H -N=435/66, I -N=-56/618, J -N=-404/132, E -R=243/1877, F -Q=-19/272, H -Q=-1163/298, E -S=2013/328 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to water FESSIp Al44 prevent ponding. 4) This truss has been designed for 10.0 bottom live load live loads. QFI0 a psf chord nonconcurrent with any other �Q ��ONjO y 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide =� P Zk" c2 will fit between the bottom chord and any other members, with BCDL = tO.Opsf. 2 m 6) A plate rating reduction of 20% has been applied for the green lumber members. J C 76428 Z 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 Ib uplift at joint B, 419 Ib uplift at v joint T and 255 Ib uplift at joint K. EXP. 1 31/2018 8) Graphical purlin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 113 Ib down and 98 Ib up at 13-9-14, 78 Ib down and 71 Ib up at 15-11-4, 63 Ib down and 57 Ib up at 17-11-4, 64 Ib down and 50 Ib up at 19-11-4, 61 Ib down l IVI and 79 Ib up at 30-11-4, and 219 Ib down and 113 Ib up at 32-11-4, and 113 Ib down and 89 Ib up at 35-0-6 on top chord. The qT FOF design/selection of such connection device(s) is the responsibility of others. CAUF 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. June 16,2017 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Thomas - a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall _•�` 850868207 0617105 A20 California 1 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Jab Reference (optional) Systems Plus Lumber Co, Anderson, CA 6.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:36 2017 Page 2 ID:weCz4kgGPnZk5LHBPf60diz6KTh-Nbusm2bQEsGbIPStWfHfQzRC3xcizUgoUn7KYTz5iOj. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -E=60, E -F=-60, F -G=-60, G -H=-60, H-1=-60, I -L=-60, T -V=-20, S -Y=-20 Concentrated Loads (lb) Vert: AD=37 AE=26 AF=1145 r Y ` ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11.7473 rev. 10109/2015 BEFORE USE. t Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not^ ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11.7473 rev. 10109/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not^ a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall _•�` building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Thomas 317-13 41-411 37-7-0 37.-x.13 45.0-e except 4-1.12 l7-0 1 4413 0.112 1 8-1-13 • R50868208 0617105 A21 California 1 1 [D:0-9-12,0-1-41, [E:0-3-O,Edgel, [1:0.3-0,Edgel, [J:04-0,0.1-41, [S:04-8,0-1-121 MiTek recommends that Stabilizers and required cross bracing 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 113 Ib down and 98 Ib up at Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fn Jun 16 13:13:37 2017 Page 1 I D:weCz4kg GPS IZk5LH8 Pf6Odiz6KTh-m SEzOc29AO SwZ 133 MouzAzOu Lxl iygxjRst4wz5i0i 12-3-8 2-40 4.1.12 17-0 3-11.9 0. 5-0.11 4.1.13 4.0.1 4.0.1 e-0. 4 4.0.15 4.40 3-4-13 3-11-5 2-0-0 0-3-13 Scale = 1:85.3 u5 9 A 54 = G 3x5 = V 2x4 II U 48 I I AK Q r 3x6 = 6x8 = 4-1-12 I 7-8-15 17-1-12 120.8 17-0-3 'ii 25.6-0 29-6-15 Structural wood sheathing directly applied or 3-8-15 oc purlins, 317-13 41-411 37-7-0 37.-x.13 45.0-e except 4-1.12 l7-0 1 4413 0.112 1 8-1-13 4h15 will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4-0.15 111J 0-013 3-0.13 111-5 O Plate Offsets (X,Y)— [D:0-9-12,0-1-41, [E:0-3-O,Edgel, [1:0.3-0,Edgel, [J:04-0,0.1-41, [S:04-8,0-1-121 MiTek recommends that Stabilizers and required cross bracing 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 113 Ib down and 98 Ib up at be installed during truss erection, in accordance with Stabilizer 1 8 lb dowand 71 up at to down ad 57 up at b dwn and 50 14, 64 la b dow b219 137-3-8 LOADING (psf) SPACING- 2-0-0 REACTIONS. CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.16 P -R >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1:15 BC 0.58 Vert(CT) -0.52 P -R >763 180 M18SHS 220/195 BCLL 0.0 ' Rep Stress Incr NO WB 0.92 Horz(CT) 0.01 L n/a n/a BCOL 10.0 Code IBC2015rrP12014 Matrix -MSH Weight: 246 Ib FT = 20% LUMBER- BRACING - grip DOL=1.33 3) Provide adequate drainage to water TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins, BOT CHORD 2X4 DF No. t&Btr G except WEBS 2X4 DF Stud/Std G *Except* 2-0-0 oc purlins (3-7-9 max.): D -E, I -J. will fit between the bottom chord and any other members, with BCDL = 10.0psf. G -R: 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: O 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 84 Ib uplift at joint B, 360 Ib uplift at joint 6-0-0 oc bracing: T-U,S-T. U and 276 Ib uplift at joint L. MiTek recommends that Stabilizers and required cross bracing 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 113 Ib down and 98 Ib up at be installed during truss erection, in accordance with Stabilizer 1 8 lb dowand 71 up at to down ad 57 up at b dwn and 50 14, 64 la b dow b219 137-3-8 9TFOF CAO- Installation guide. REACTIONS. (Ib/size) B=542/0-5-8, U=1953/0-3.8, L=1503/0-5-8 I..no 1r, 7!117 Max Horz B=216(LC 8) Max Uplift B=-84(LC 34), U=-360(LC 8), L=-276(LC 9) Max Grav B=563(LC 26), U=1953(LC 1), L=1503(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-564/170, C -D=-59/312, D -E=-1506/377, E -F=1694/438, F -G=1584/342, G -H=-1584/328, H-1=3074/597, I -J=-2783/505, J -K=-2482/462, K -L=-2670/449 BOT CHORD B -V=142/447, U -V=-142/447, T -U=-938/173, D -T=876/194, R -S=-149/1491, P -R=-157/1904, O -P=274/2214, N-0=319/2342, L -N=319/2342 WEBS C -V=0/289, C -U=-611/164, D -S=-259/2076, E -S=-1062/319, I -P=-1627/379, D -U=-698/145, G -R=-230/1148, J -P=85/798, F -R=-285/160, H -R=-949/285, H -P=-286/1433 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate • 3 grip DOL=1.33 3) Provide adequate drainage to water f ESSJO �V4 prevent ponding. Q�0 4) All plates are MT20 plates unless otherwise indicated. e �O �(ONIO y 41 ,'� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' _� Q Fp 6) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. U C 76428 v m 7) A plate rating reduction of 20% has been applied for the green lumber members. O 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 84 Ib uplift at joint B, 360 Ib uplift at joint EXP. 1 31/2018 U and 276 Ib uplift at joint L. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 113 Ib down and 98 Ib up at 8 lb dowand 71 up at to down ad 57 up at b dwn and 50 14, 64 la b dow b219 137-3-8 9TFOF CAO- Ib down/ nd61113 b p atn34-11-4, and 1161lb down do91 Ib p at and179 lb7up at 32-11 4, and n top chord. Then design/selection of such connection device(s) is the responsibility of others. I..no 1r, 7!117 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7472 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �e a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrfPl1 Quality Criteria, DSB-09 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Chrus Hei Ms CA 95610 Job Truss Truss Type Dry Ply Thomas ' 850668208 0617105 A21 California 1 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:38 2017 Page 2 I D:weCz4kgGPnZk5LHBPf6Odiz6KTh-K_OdBkdgmTWJXjcGd4J7VO WZdIH_RP45y5cOcMz5iOh LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plo Vert: A -D=60, D -E=-60, E -G=60, G-1=-60, I -J=-60, J -M=-60, U -W=-20, T -Z=-20 Concentrated Loads (lb) Vert: J=-3 AE= -37 AF=26 AG= -145 y - f ® WARNING . Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not e truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall Sol" L building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Informatlon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei Ms CA 95610 Job Truss Truss Type Qty Ply Thomas LUMBER- BRACING - 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD 850868209 0617105 A22 California Girder 1 MWFRS (envelope) gable end zone; cantilever left and right exposed ;end vertical left and right exposed; Lumber DOL=1.33 plate 2-0-0 oc purlins (5-8-1 max.): D -F, J -K. WEBS 2X4 OF Stud/Std G 'Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. H -R: 2X4 OF No.1 &Btr G 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 Mi f ek Industries, Inc. Fn Jun 16 13:13:40 2017 Page 1 ID:weCz4kgGPnZk5LHBPf6Odiz6KTh-GM7NcQew15minOmelVMbapbxtY PvNONPP5XhFz5iCf 12-3-8 240 4.11-5 4-7-7 0 11 5 3-0.11 5-0-15 5-0,15 5415 5-0.15 4-0-0 5-4-3 240 2-3-13 Scale = 1:85.3 5x8 = 4 4x12 = x6 = 6.00 12 D E AE 3x4 C ^ B 6x8 = T d A 4x6 = X W V 3x5 = 2x4 II 44 = 3x4 II 5x6 = + H 3x4 i 3x6 G I 4x12 = AF 5x10 = J AGML d M, I us 0 S AH R, At Q P O NAJ AK AL N 4x4 = 4x8 5x8 = 4x4 = 2x8 II _ 4x6 = 4x4 = 12-3-1 4-11-5 4-7-7 2-7-0 0.1-123-0- 5-0.15 5-0-15 5-0.15 5415 3-11-3 0-0. 3 5-4-3 Plate Offsets (X,Y)—[D:0-4-0,0-1-41,[K:0-5-0,0-1-41,[U:0-6-4,0-4-121 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2015rTP12014 CSI. TC 0.27 BC 0.39 WB 0.67 Matrix -MSH DEFL. in Vert(LL) -0.12 Vert(CT) -0.33 Horz(CT) 0.04 (loc) I/deft L/d 0 >999 240 0 >999 180 L n/a n/a PLATES GRIP MT20 220/195 Weight: 535 Ib FT = 20% LUMBER- BRACING - 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purlins, BOT CHORD 2X6 OF SS G 'Except* O except B -V: 2X4 OF No. 1&Btr G, E -V: 2X4 OF Stud/Std G MWFRS (envelope) gable end zone; cantilever left and right exposed ;end vertical left and right exposed; Lumber DOL=1.33 plate 2-0-0 oc purlins (5-8-1 max.): D -F, J -K. WEBS 2X4 OF Stud/Std G 'Except* BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. H -R: 2X4 OF No.1 &Btr G 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. REACTIONS. (Ib/size) B=182/0-5-8, V=2772/0.3-8, L=2904/0-5-8 J IVI will fit between the bottom chord and any other members, with BCDL = 10.Opsf. Max Horz B=216(LC 8) 8) A plate rating reduction of 20% has been applied for the green lumber members. CA Max Uplift B=-154(LC 34), V=-505(LC 8), L=589(LC 9) June 16,2017 joint V and 589 Ib uplift at joint L. Max Grav B=350(LC 26), V=2772(LC 1), L=2904(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-186/462, C -D=-156/797, D -E=-370/2219, E -F=-361/190, F -G=1672/268, G -H=-1851/371, H-1=1851/353, I -J=-3301/595, J -K=-5920/1150, K -L=-6073/1229 BOT CHORD B -X=-390/239, W -X=-390/239, U -V=-2756/514, E -U=-2102/376, T -U=-2197/467, S -T=148/348, R -S=-159/1433, O -R=-346/2914, 0-0=-1015/5910, N -O=-990/5347, L -N=-1010/5448 WEBS C -W=-495/135, D -W=148/926, U -W=-896/274, D -U=-2074/376, E -T=-454/3044, F -T=1637/309, F -S=-198/1491, G -S=-588/153, G -R=-109/367, H -R=-236/1316, I -R=1892/459, 1-0=-286/1662, J -Q=-3379/755, J-0=425/239, K -N=-359/1831, K -O=-164/787 NOTES- (12) 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 ac, 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. ESS/ 0 N 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to QRpF 44 ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. �Q (ONIO QCT /SF C 3) Unbalanced roof live loads have been considered for this design. O 4) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; c 1 C 76428 z MWFRS (envelope) gable end zone; cantilever left and right exposed ;end vertical left and right exposed; Lumber DOL=1.33 plate J X � p grip DOL=1.33 y EXP. 1 31/2018 m ti 5) Provide adequate drainage to prevent water ponding. * 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide J IVI will fit between the bottom chord and any other members, with BCDL = 10.Opsf. q OF 8) A plate rating reduction of 20% has been applied for the green lumber members. CA 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 154 Ib uplift at joint B, 505 Ib uplift at June 16,2017 joint V and 589 Ib uplift at joint L. ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for an Individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall ii�o building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• is ahvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPit Quality Criteria, OSB -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Ory Ply Thomas 850868209 0617105 A22 California Girder 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:40 2017 Page 2 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-GM7NcOew15m1 nOmelVMbapbxtY_PvNONPP5XhFz5ief NOTES- (12) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 113 Ib down and 98 Ib up at 9-8-8, 78 Ib down and 71 Ib up at 11-11-4, 63 Ib down and 57 Ib up at 13-11-4, 64 Ib down and 50 Ib up at 15-11-4, 61 Ib down and 79 Ib up at 34-11-4, and 219 to down and 113 Ib up at 36-11-4, and 113 Ib down and 89 Ib up at 39-3-8 on top chord, and 1619 Ib down and 392 Ib up at 38-10-7, and 214 Ib down and 69 Ib up at 40-11-4, and 49 Ib down at 42-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=60. D -F=-60. F -H=-60. H -J=-60. J -K=-60. K -M=60. V -Y=-20. L -U=-20 Concentrated Loads (lb) Vert: AE=37 AF=26 AG=145 AJ= -1619(B) AK= -214(8) AL= -28(B) I r w ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7077 ray. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note ' a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job - Truss Truss Type Qty Ply Thomas LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2X6 DF SS G 2-0-0 oc purlins (6-0-0 max.): C -J. 850668210 0617105 801 California Girder 1 Max Horz B=60(LC 8) Max Uplift B=-119(LC 8), Q=-953(LC 5), K=-339(LC 9) Max Grav B=657(LC 19), Q=4149(LC 1), K=1618(LC 20) Job Reference (optional) Systems Plus Lumber Go, Anderson, GA 6.110 s Apr 13 2011 MI I elk Industries, Inc. Fn Jun 16 13:13:43 2017 Page 1 1 D:we C z4kg GP nZk5LH 8 Pf6Odiz6KTh-gxp W E SgpbO8ceUU DQd vl C RDT_m3x6gXg5NJ B HZz5i0c -2-0-0 5-6- 2 5-11 it 10-1-15 14- 1-12 19-6-14 24-3-13 29-0-11 33-0-5 11 -4 39-0-0 41-0-0 2-0-0 5-6-12 0- - 5 4-2-4 4-9-13 4.7-2 4-8-14 4-8-14 3-11-10 0- - 5 5-6-12 2-0-0 5x8 = 4x8 = 6.00 12 2x4 II 4x10 = 2x4 II 3x6 = 2x4 II 5x8 — eb m �F Scale = 1:72.4 AF AG – AH Al AJ AK AL AM AN AO _ AP AQ AR "' AS AT AU 4x6 = 2x4 11 4x10 = 2x4 II 8x12 = 2x4 II 4x8 = 2x4 II 4x6 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2015/1-PI2014 CSI. TC 0.21 BC 0.21 WB 0.84 Matrix -MSH DEFL. in (loc) I/dell Ud Vert(LL) -0.06 N-0 >999 240 Vert(CT) -0.18 N-0 >999 180 Horz(CT) 0.02 K n/a n/a PLATES GRIP MT20 220/195 - Weight: 414 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2X6 DF SS G 2-0-0 oc purlins (6-0-0 max.): C -J. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: Q-R,P-Q. REACTIONS. (Ib/size) B=652/0-3-8, Q=4149/0-3-8, K=1616/0-3-8 Max Horz B=60(LC 8) Max Uplift B=-119(LC 8), Q=-953(LC 5), K=-339(LC 9) Max Grav B=657(LC 19), Q=4149(LC 1), K=1618(LC 20) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-664/83, C -D=-138/524, D -E=-138/524, E -F=-773/278, F -G=-773/277, G -I=-3187/735, I -J=3187/735, J-0-2931/602 BOT CHORD B -S=32/548, R -S=-31/520, Q -R=-2531/611, P -Q=-2531/611, O -P=-649/2829, N -O=-649/2829, M -N=-450/2574, K -M=-450/2602 WEBS C -S=-19/536, C -R=-1176/237, D -R=-510/287, E -R=-458/2314, E -Q=-3473/882, E -P=900/3795, F -P=-464/258, G -P=-2360/519, G -O=-29/503, G -N=25/422, I -N=-502/280, J -N=-262/776, J -M=-19/520 NOTES- (12) 1) 2 -ply truss to be connected together with 1 Od (0.131'x3") nails as fellows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=l 1 pzo sright ILumberr MWFRS (envelope) gable end es anti ever left and right exposed ; end vertical left and exposed; DOL= 1. 33 plate �OFESSION Qq( ONIO grip DOL=1.33 �c�� P�(2 /Yz c 5) Provide adequate drainage to prevent water ponding. �_ 2 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. V C 76428 7) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide =, Z 70 will fit between the bottom chord and any other members. Q �y EXP. 12/31/2018 8) A plate rating reduction of 20% has been applied for the green lumber members. * 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 Ib uplift at joint B, 953 Ib uplift at joint Q and 339 Ib uplift at joint K. 10) Graphical does depict the the the the top bottom Tq� C1VIL pudin representation not size or orientation of purlin along and/or chord. FOFCAI June 16,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. R Design valid for use only with MTekO connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPI1 Quality Criteria, OSS -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type Qty Ply Thomas a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall ' s 850868210 0617105 B01 California Girder 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITfPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Sidle 109 Job Reference (optional) Systems Plus Lumber Go, Anderson, GA 8.110 s Apr 13 2017 Mi I ek Industries, Inc. Fn Jun 16 13:13:43 2017 Page 2 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-gxp WESgpbO8ceUUDQdvl CRDT_m3x6gXg5NJBHZz5iOc NOTES- (12) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 83 Ib down and 89 Ib up at 5-8-8, 93 Ib down and 129 Ib up at 8-0-12, 93 Ib down and 132 Ib up at 10-0-12, 93 Ib down and 132 Ib up at 12-0-12, 93 Ib down and 133 Ib up at 14-0-12, 93 Ib down and 133 Ib up at 18-0-12, 93 Ib down and 133 Ib up at 19-6-0, 93 Ib down and 133 Ib up at 20-11-4, 93 Ib down and 133 Ib up at 24-11-4, 93 Ib down and 132 Ib up at 26-11-4, 93 Ib down and 132.1b up at 28-11-4, and 93 Ib down and 129 Ib up'at 30-11-4, and 83 Ib down and 89 Ib up at 33-3-8 on top chord, and 49 Ib down at 2-0-12, 278 Ib down and 101 Ib up at 4-0-12, 67 Ib down at 6-0-12, 69 Ib down at 8-0-12, 69 Ib down at 10-0-12, 69 Ib down at 12-0-12, 69 Ib down at 14-0-12, 353 Ib down and 145 Ib up at 16-0-12, 69 Ib down at 18-0-12, 69 Ib down at 19-6-0, 69 Ib down at 20-11-4, 353 Ib down and 145 Ib up at 22-11-4, 69 Ib down at 24-11-4, 69 Ib down at 26-11-4, 69 Ib down at 28-11-4, 69 Ib down at 30-11-4, 67 Ib down at 32-11-4, and 278 Ib down and 101 Ib up at 34-11-4, and 49 Ib down at 36-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard r 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=60, C -J=-60, J -L=-60, B -K=-20 Concentrated Loads (lb) Vert: C=-28 R= -51(B) D=93 P=51(6) F=-93 1=93 N= -51(B) J=-28 X=93 Y=-93 Z=-93 AA= -93 A8=93 AC=93 AD= -93 AE= -93 AF= -28(B) AG= -278(B) AH= -49(8) AI= -51(B) AJ= -51(B) AK=51(8) AL= -353(8) AM= -51(B) AN= -51(B) AO= -353(6) AP= -51(B) AQ=51(B) AR= -51(B) AS= -49(B) AT= -278(8) AU= -28(B) a ® WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7477 rev. 1010312015 BEFORE USE. ^ R Design vatid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not�j a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall s building design. Bracing Indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing Mire k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITfPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Sidle 109 Citrus Heights, CA 95610 -2-0-0 7-6.12 - 1 11 13-5.1 19A-0. 25-6-15 31-0-5 3 4 39 -OA 41-0-0 2 -OA -4-15 5.5.6- 6A-15 6A-15 5-5-6 0- - 5 7-6-12 I. Scale = 1:72.4 4x10 = 17 3x4 = 3x4 = 4x6 = 3x4 = �F N M L 4x6 = 4x4 3x4 = 4x12 M18SHS = 3x4 = 4x4 = 4x6 = 7-6-12 15.5-6 23-6-10 31-5-4 39-0-0 7-6-12 7-10-10 8-1-3 7-10-10 7.6-12 Plate Offsets (X Y)— [C:0-5-0 0-1-4] IF:0-3-0 Edge] IH:0.5-0,0-1-41 LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC2015/TPI2014 LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 OF Stud/Std G CSI. DEFL. in (loc) Well Lid TC 0.80 Vert(LL) 0.30 L -N >999 240 BC 0.66 Vert(CT) -0.93 L -N >504 180 WB 0.42 HOrz(CT) 0.24 1 n/a n/a Matrix -MSH - BRACING - TOP CHORD BOTCHORD WEBS REACTIONS. (Ib/size) B=1680/0-3-8, 1=1680/0-3-8 Max Hoa B=77(LC 27) Max Uplift B=-382(LC 8), 1=382(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2920/666, C -D=-2529/641, D -E=3871/925, E -G=-3871/925, G -H=2529/641, H-1=2920/666 BOT CHORD B -O=-546/2526, N-0=837/3687, L -N=927/4070, K -L=806/3687, I -K=-469/2526 WEBS C -O=-133/937, D -O=-1447/442, D -N= -12/428,E -N= -291/157,E -L=-291/157, G -L=-12/428, G -K=-1447/442, H -K=133/937 PLATES GRIP MT20 220/195 M18SHS 220/195 Weight: 168 Ib FT = 20% Structural wood sheathing directly applied or 2-2-0 oc purlins, except 2-0-0 oc purlins (3-1-12 max.): C -H. Rigid ceiling directly applied or 6-11-5 oc bracing. 1 Row at midpt D -O, G -K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 382 Ib uplift at joint B and 382 Ib uplift at joint I. 9) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 Ib down and 96 Ib up at 7-11-10, 38 Ib down and 69 Ib up at 10-0-12, 40 Ib down and 71 Ib up at 12-0-12, 40 Ib down and 71 Ib up at 14-0-12, 17 Ib down and 30 Ib up at 16-0-12, 40 Ib down and 71 Ib up at 18-0-12, 40 Ib down and 71 Ib up at 19-6-0, 40 Ib down and 71 Ib up at 20-11-4, 17 Ib down and 30 Ib up at 22-11-4, 40 Ib down and 71 Ib up at 24-11-4, 40 Ib down and 71 Ib up at 26-11-4, and 38 Ib down and 69 Ib up at 28-11-4, and 55 Ib down and 96 Ib up at 31-0-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�OFESSIO/V P�(ON10 yFF2�, C 76428 �Z �1,`0 EXP. 12/31/2P9 ti OF GrA� June 16,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ^ _ a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into -.he overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• I atways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIn'PI1 Quality Criterla, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hel Ma CA 95610 Job Truss Truss Type Oty Ply Thomas 850868211 0617105 802 California 1 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:45 2017 Page 1 ID:weCz4kgGPnZk5L.H8Pf6Odiz6Kfh-c.KxGf?i37dOKlnecY,2rmHslgJZdMahc7Zhol MSz5i0a r • Job Truss Truss Type Qty Ply Thomas 850868211 0617105 B02 California 1 1 Job Reference (optional) Systems Plus Lumber CO. Anderson, UA LOAD CASE(S) Standard •1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=60, C -H=-60, H -J=60, P -S=-20 r 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:45 2017 Page 2 I D:weCz4kg G PnZk5 LH 8 Pf6Odiz6KTh-cKxGf 7 i 37dOKtn ecX2xmH sl gJ ZdMahc7Zhol M Sz5iOa ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/0312015 BEFORE USE. " y Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall Lai building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal Injury end property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Thomas 1.15 TCDL 10.0 Lumber DOL 1.15 R50868212 0617105 B03 California 1 1 Code IBC2015/TPI2014 Weight: 182 to FT = 20% BRACING - Jab Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:46 2017 Page 1 I D:weCz4kgGPnZk5LHBPf6Odiz6KTh-5WUesTjhuxXAVxDo5IT7g4rvVz71 JOAGnLYruuz5iOZ 9- 0 3 15-11-5 22-9.1 28-10-13 29 2 33-11-3 38-10.8 40-10.8 4-9-13 4-7-7 0- - 5 2 6-10-6 6-1-2 0- - 5 4-7-7 4-11.5 2-0-0 Scale = 1:68.4 4x6 = 4x8 = 2x4 II 5x8 = 4x6 = 4x8 = 2x4 II 4x8 = 4x8 = 3x4 = 4x6 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC2015/TPI2014 LUMBER - TOP CHORD 2X4 DF No.t&Btr G BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF Stud/Std G 'Except* D-N,D-K,F-K: 2X4 DF No.1 &Btr G REACTIONS. (Ib/size) A=1552/0-2-0,1-1=1678/13-3-8 Max Horz A=-109(LC 9) Max Uplift A=-357(LC 8), H=-400(LC 9) 9 us l7 14 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.52 Vert(LL) 0.22 K -M >999 240 MT20 220/195 BC 0.56 Vert(CT) -0.65 K -M >718 180 WB 0.91 Horz(CT) 0.20 H n/a n/a Matrix -MSH Weight: 182 to FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-12 oc purlins, except 2-0-0 oc purlins (3-4-3 max.): C -F. BOT CHORD Rigid ceiling directly applied or 7-6-1 oc bracing. WEBS 1 Row at midpt D -K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=2974/766, B -C=-2680/701, C -D=2344/661, D -E=3145/895, E -F=-3145/895, F -G=2739/711, G-1-1=2988/765 BOT CHORD A -N=-680/2612, M -N=-786/3143, K -M=-786/3143, J -K=485/2416, H -J=586/2641 WEBS B -N=-306/201, C -N=-144/883, D -N=-1059/367, D -M=0/252, E -K=-423/257, F -K=338/974, F -J=0/382, G -J=-253/198 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) A. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 357 Ib uplift at joint A and 400 Ib uplift at joint H. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 Ib down and 98 Ib up at 9-11-10, 39 Ib down and 70 Ib up at 12-0-12, 40 Ib down and 72 Ib up at 14-0-12, 40 Ib down and 72 Ib up at 16-0-12, 40 Ib down and 72 Ib up at 18-0-12, 40 Ib down and 72 Ib up at 19-6-0, 40 Ib down and 72 Ib up at 20-11-4, 40 Ib down and 72 Ib up at 22-11-4, 40 Ib down and 72 Ib up at 24-11-4, and 39 Ib down and 70 Ib up at 26-11-4, and 56 Ib down and 98 Ib up at 29-3-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�pFESSIpNq! �O �ONIO c°,L i � P tiF c vo C 76428 -7 2" � p * yIEX x/31/2018 H S� CIV II. �FOF r. Al. June 16,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, note a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfrPlt Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Oty Ply Thomas , �e a Inas system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall � 850868212 0617105 803 California 1 1 , fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, OSS -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Job Reference o tional Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:46 2017 Page 2 ID:weCz4kgGPnZk5LH8Pf60diz6KTh-5WUesTjhuxXAVxDo5IT?g4rvvz?1 JOAGnLYruuz5iOZ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=60, C -F=-60, F-1=-60, O -R=20 • t • s ® WARNING - Vedl y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473rev. 101031201S BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �e a Inas system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, OSS -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 Chrus Heights, CA 95610 Job Truss Truss Type City Ply Thomas _ TCDL 10.0 Lumber DOL 1.15 R50868213 0617105 B04 California 1 1 Code IBC2015/TPI2014 Weight: 185. Ib FT = 20% BRACING - Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:47 2017 Page 1 I D:weCz4kg G PnZk5L H 8Pf6Od iz6KTh-Zi204 pkJfEf 165o_f T_EN HOO WN Mj2czP07 H POLz5iOY 5-9-12 11-5-3 11 1 -2 19-4-7 26-10.12 27 11 32- -2 38-10. 40-10.7 5-9-12 5-7-7 0- - 5 7.6-5 7-6-5 - 0- - 5 5-7-7 5-11-5 5x8 = 2x4 II 5x8 = Scale = 1:68.4 4x6 = 2x4, II - 3x4 = 5x8 = 3x4 = 2x4 II 4x6 Plate LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC2015/TPI2014 LUMBER - DEFL. in TOP CHORD 2X4 DF No.18Btr G BOT CHORD 2X4 DF No.18Btr G WEBS 2X4 DF Stud/Std G 'Except* BC 0.47 C-K,E-K: 2X4 DF No. I&Btr G REACTIONS. (Ib/size) A=1617/0-2-0, G=1681/0-3-8 Max Horz A=-125(LC 9) Max Uplift A=-329(LC 8), G=-336(LC 9) CSI. DEFL. in (loc) I/def! L/d PLATES GRIP TC 0.82 Vert(LL) -0.16 K >999 240 MT20 220/195 BC 0.47 Vert(CT) -0.55 J -K >854 180 WB 0.32 Horz(CT) 0.18 G n/a n/a Matrix -MSH Weight: 185. Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-8-1 oc purlins, except 2-0-0 oc purlins (3-0-15 max.): C -E. BOT CHORD Rigid ceiling directly applied or 8-11-3 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=3046/613, B -C=-2572/572, C -D=-2721/636, D -E=2721/636, E -F=-2569/566, F -G=3008/589 BOT CHORD A -M=-556/2640, L -M=-556/2640, K -L=415/2249, J -K=327/2246, I -J=-423/2630, G-1=423/2630 WEBS B -L=442/190, C -L=-4/420, C -K=-200/682, D -K=-540/304, E -K=215/694, E -J=-5/428, F -J=431 /190 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) A. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 329 Ib uplift at joint A and 336 Ib uplift at joint G. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 Ib down and 69 Ib up at 1-9-12, 56 Ib down and 98 Ib up at 11-8-8, 39 Ib down and 70 Ib up at 13-11-4, 24 Ib down and 36 Ib up at 15-11-4, 40 Ib down and 72 Ib up at 17-11-4, 40 Ib down and 72 Ib up at 19-4-8, 40 Ib down and 72 Ib up at 20-9-12, 24 Ib down and 36 Ib up at 22-9-12, and 39 Ib down and 70 Ib up at 24-9-12, and 56 Ib down and 98 Ib up at 26-10-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard oQ�OFESSIO&44 ON IO FZ C76428�z�;0 O 1- EXP. 12/31/2018 C10- �P OFCAL 0�� June 16,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �e a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall iiIH building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPl1 Quality Criteria, DSO -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss' Truss Type Qty Ply 7Th850868213 0617105 804California1rence (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:47 2017 Page 2 ID:weCz4kgGPnZk5LHBPf6Odiz6KTh-Zi204pkJfEf165o fT_ENHOOWNMj2cZPO?HPQLz5iOY LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=60, C -E=-60, E -H=60, N -Q=-20 Concentrated Loads (lb) Vert: T=-69 - r ® WARNING - Verlty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7472 rev. 10/07/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, note - a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP11 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Thomas LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP 850868214 0617105 B05 California 1 1 Lumber DOL 1.15 BC 0.38 Vert(CT) -0.22 M -N >999 180 BCLL 0.0 Rep Stress Ina YES Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:48 2017 Page 1 I D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-1 vcPHgkxQYnukFN BDAVrvVwH8nkKn_mZFf1 yznz5iOX 3-3.7 6-1-15 9-8-4 13-5-3 13 1 -2 19-4-7 24.10-12 25 3 ll 28-10-1 32- -6 3-3-7 2-10-8 3.6-5 3-8-15 0- - 5 5-6-5 5-6-5 0-4- 5 3-7-0 3-8-12 Scale = 1:59.1 5x8 = 2x4 If 5x8 = 0 3x4 = 34 3-3-7 +_ 6_ 601513-5-3 - 19-4-7 25-3-11 32-7-6 f 3-3-7 2-8-12 0-1=12 7-3-4 5-11-4 5-11-4 7-3-11 Plate Offsets (X,Y)— fA:0-1-11,0-1-81,[D:0-4-0,0-1-41,[F:0-4-0,0-1-41 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.06 M -N >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.38 Vert(CT) -0.22 M -N >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.65 Horz(CT) 0.07 1 n/a n/a BCDL 10.0 Code IBC2015rrP12014 Matrix -MSH Weight: 160 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-3-8 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G 'Except' except end verticals, and 2-0-0 oc purlins (4-5-10 max.): D -F. B-0: 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2X4 DF Stud/Std G 'Except' 4-6-1 oc bracing: N-0. D-K,F-K: 2X4 DF No.t&Btr G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=222/Mechanical, 0=1506/0-3-8, 1=1157/Mechanical Max Horz A=151(LC 8) Max Uplift 0=-429(LC 8), 1=288(1_C 9) Max Grav A=223(LC 19), 0=1506(LC 1), 1=1157(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD C -D=-1556/452, D -E=-1749/580, E -F=1749/580, F -G=-1548/464 BOT CHORD N-0=-1421/445, B -N=-390/185, M -N=-322/1176, K -M=-344/1378, J-0-336/1371, I -J=-330/1193 WEBS C -N=-1538/486, C -M=-91/347, D -K=-216/522, E -K=-513/306, F -K=-219/539, G -J=-98/332, G-1=1452/422 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide FESSIO N44 will fit between the bottom chord and any other members. QRO O Fit, ONIO h 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. Z 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 429 Ib uplift at joint O and 288 Ib uplift at J C 76428 7 joint 1. Z 70 tr 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXP. 1 31/2018 T 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 96 Ib down and 69 Ib up at 3-9-12, 56 Ib down and 98 Ib up at 13-8-8, 109 Ib down and 133 Ib up at 15-11-4, 40 Ib down and 72 Ib up at 17-11-4, 40 Ib down and 72 Ib up at 19-4-8, 40 Ib down and 72 Ib up at 20-9-12, and 109 Ib down and 133 Ib up at 22-9-12, and 56 lb down and 98 Ib stj CIVIL up at 24-10-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9T F0 CAL 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. June 16,2017 LOAD CASE(S) Standard ® WARNING -Verify design parameter and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE Ml1.7473 rev. 1010312015 BEFORE USE. - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUMI Quality Criteria, DS8-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:48 2017 Page 2 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-1 vcPHgkxOYnukFNBDAVivVwH8nkKn_mZFfl yznz5i0X LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-0=60, D -F=-60, F -H=-60, O -P=-20, I -N=-20 Concentrated Loads (lb) Vert: S=-69 T=-109 W=-109 Job Puss Truss Type Ory Ply 1 Thomas 850868214 0617105 S Californ 1 ia 1 ' Job Reference o tional Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:48 2017 Page 2 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-1 vcPHgkxOYnukFNBDAVivVwH8nkKn_mZFfl yznz5i0X LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-0=60, D -F=-60, F -H=-60, O -P=-20, I -N=-20 Concentrated Loads (lb) Vert: S=-69 T=-109 W=-109 Job Puss Truss Type Ory Ply 1 Thomas 850868214 0617105 S Californ r ®WARNING - Verily daslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek®wnnectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is ahvays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the lubrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-69 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexantlda, VA 22314. Suite 109 • Citrus Heights, CA 95610 1 r ®WARNING - Verily daslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek®wnnectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is ahvays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the lubrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-69 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexantlda, VA 22314. Suite 109 • Citrus Heights, CA 95610 Job Truss Truss Type City PlyThomas PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.15 K -L >999 240 R50868215 0617105 806 California 1 1 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) -0.07 M n/a n/a Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:49 2017 Page 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-V5AnWIaBsvIMPyNmuOiSiTPIB2BWQTIUI mW VDz5iOW 4-9- 3 9.6-12 9- 1- 1 13-6-0 17-0-5 1 -5 4 22-0-10 26-8-15 4-9-19 4-8.15 0.4- 5 3.6-5 3-6-5 0-4- 5 4-7-6 4-8-5 Scale = 1:49.0 4x6 = _ 3x4 = 4x6 LOADS IMPOSED BY SUPPORTS (BEARINGS). LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) -0.15 K -L >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.47 Vert(CT) -0.47 K -L >680 180 BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(CT) -0.07 M n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MSH Weight: 147 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals, and 2-0-0 oc purlins (6-0-0 max.): C -E. WEBS 2X4 OF Stud/Std G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. A -M: 2X6 OF SS G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) H=1055/Mechanical, M=1055/0-5-8 Max Horz H=-151(LC 6) Max Uplift H=-151(LC 9), M=-152(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1328/239, C -D=-1128/243, D -E=1118/234, E -F=1315/230, L -M=1055/152 BOT CHORD K -L=224/1159, I -K=-165/1222, H -I=-180/1128 WEBS ' C -K=-23/368, D -K=-256/136, 04=270/138, E -I=-28/365, B -L=-1271/227, F -H=-1285/241 NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. If, Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Bearing at joint(s) M considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 151 Ib uplift at joint H and 152 Ib uplift at joint M. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 104 Ib down and 42 Ib up at 9-11-10, 36 Ib down and 65 Ib up at 12-0-12, 36 Ib down and 65 Ib up at 13-6-0, and 36 Ib down and 65 Ib up at 14-11-4, and 103 Ib down and 42 Ib up at 17-0-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard OQ-pFESS10lV4 ! P�10 N 10 F,y i r° C 76428 �z �' *\ i EXP. 11/31/2018) ` OF June 16,2017 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473re, 1010312015 BEFORE USE. aaaaaaR Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not�J a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, OSB -89 and BCS] Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE 11111-7473rev. 10/07/2015 BEFORE USE. , Design valid for use only with MiTelc®wnnectors. This design Is based only upon parameters shown, and is for an individual building component, not - a miss system. Beton use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall Nit ��t building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the MiTek- fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPIt Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, Job Truss Truss Type Ory Ply Thomas 850868215 0617105 B06 California 1 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:49 2017 Page 2 ID:weCz4kgGPnZk5LHBPf6Odiz6KTh-V5AnWIaBs AMPyNmuOiSiTPIB2BWOTiU]mW VDZ5iO W LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=60, C -E=-60, E -G=60, H -L=-20 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE 11111-7473rev. 10/07/2015 BEFORE USE. , Design valid for use only with MiTelc®wnnectors. This design Is based only upon parameters shown, and is for an individual building component, not - a miss system. Beton use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall Nit ��t building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. for general guidance regarding the MiTek- fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPIt Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type F„ Oty Ply Thomas LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP 850868216 0617105 806G ROOF SPECIAL GIRDER 1 2 Lumber DOL 1.15 BC 0.13 Vert(CT) -0.04 H -J >999 180 BCLL 0.0 Rep Stress Incr NO Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:50 2017 Page 1 I D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-zHk9irmCx91 czZXZKbXx_"iiaTkFlysiyW31 fz5i0V -2-0-0 5-6-1 5,11-11 8.8-1 2-3-8 2-0-0 5-6-11 -5-0 2-8-6 3-7-7 Scale: 12"=1' 5x8 = 2x4 II 3x4 = 5-6-11 8-8-1 12-3-8 5-6-11 ' 3-1.6 3-7-7 Plate Offsets (X Y)— [B:0-1-8,Edge1fC:0-4-0,0-1-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) -0.01 H -J >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(CT) -0.04 H -J >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(CT) 0.01 . F n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 134 Ib FT = 20% LUMBER- BRACING. TOP CHORD 2X4 DF No.t&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X6 OF SS G except end verticals, and 2-0-0 oc purlins (6-0-0 max.): C -E. WEBS 2X4 OF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) F=805/0-3-8, B=1010/0-5-8 Max Horz B=119(LC 24) Max Uplift F=-184(LC 5), B=207(1_C 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown' TOP CHORD B -C=-1494/295, C -D=-807/188, D -E=-807/188, E -F=-752/193 BOT CHORD B -H=-269/1298, G -H=-265/1256 WEBS C -H=-88/770, C -G=-601/138, E -G=-202/991 NOTES- (12) 1) 2 -ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide ()ON) will fit between the bottom chord and any other members. QNI( F 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 184 Ib uplift at joint F and 207 Ib uplift at joint B. C- C 76428 z 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 Ib down and 89 Ib up at m �y EXP. 1 31/2018 ^, 5-8-7, 39 Ib down and 71 Ib up at 7-11-4, and 32 Ib down and 57 Ib up at 9-11-4, and 53 Ib down and 45 Ib up at 12-1-12 on top * chord, and 49 Ib down at 2-0-12, and 278 Ib down and 101 Ib up at 4-0-12, and 364 Ib down and 45 Ib up at 5-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. T 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. q TFOF CAUF LOAD CASE(S) Standard June 16,2017 ® WARNING - Venify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIf Pl1 Quality Criteria, DSB49 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 Citrus Heights, CA 95610 Job Systems Plus Lumber Co, - Anderson, CA LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=60, C -E=-60, B -F=-20 Concentrated Loads (lb) ' Vert: C=-0 E=-53 M= -28(B) N= -278(B) 0=-364(B) Truss Truss Type Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not Ply Thomas a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall �Q" 1250866216 0617105 B06G ROOF SPECIAL GIRDER 1 2 7777 Greenback Lane safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Reference (optional)' 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:50 2017 Page 2 1 D:weCz4kgGPnZk5LHBPf6Odiz6KTh-zHkgirmCx91 czZXZKbXx_wOiiaTkF?ysiyWJt fz5iOV ® WARNING - Verify design paramelers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfrP11 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei Ma CA 95610 Job Truss Truss Type Oty O >999 240 Thomas Vert(CT) -0.15 N-0 >999 180 Horz(CT) 0.04 �Ply� 850868217 0617105 B07 California Girder 1 1 TOP CHORD Structural wood sheathing directly applied or 4-11-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-8 max.): D -F, H -I. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:52 2017 Page 1 ID:weCz4kgGPnZk5LHBPf6Odiz6KTh-vgsv7WnSTnHKDsgySOZP4L5x0056jnJ9AG?A6Yz5iOT -2-0.0 3-11-5 7812 7.11 11 12-3.8 3-4- 18 -SS 23-6-8 27 -SS 31-1-8 33-1-3 34-9-7 38-8-15 2.0.0 3.11.5 3-7-7 0- - 5 4.3-13 -0.1 5.1.3 5-1.3 3.11.0 3.8.0 1.11.12 1.8.4 3-11.8 4x6 5z8 = Scale = 1:72.9 3x5 = 2x4 II 4x8 = 3x6 II 13-0-3 3-11-5 3-7-7 4-7-0 0.1- 2 51-3 4-574 0.7- 3-11-0 7- 3h11 1-11-12 i-&4 111-8 Plate LOADING (pso SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.45 TCDL 10.0 Lumber DOL 1.15 BC 0.33 BCLL 0.0 Rep Stress Incr NO WB 0.74 BCDL . 10.0 Code IBC2015/TPI2014 Matrix -MSH LUMBER - TOP CHORD 2X4 OF No.18Btr G BOT CHORD 2X4 OF No.1 &Btr G 'Except' E -T: 2X4 OF Stud/Std G WEBS 2X4 OF Stud/Std G 'Except* 1-0: 2X4 OF No.1 &Btr G REACTIONS. (Ib/size) B=531/0-5-8, T=1946/0-3-8, L=1257/Mechanical Max Horz 8=215(LC 8) Max Uplift B=-82(LC 8), T=-500(LC 8), L=-285(LC 9) Max Grav B=550(LC 26), T=1946(LC 1), L=1257(LC 1) DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.05 O >999 240 MT20 220/195 Vert(CT) -0.15 N-0 >999 180 Horz(CT) 0.04 L n/a n/a Weight: 218 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-10 oc purlins, except end verticals, and 2-0-0 oc purlins (5-0-8 max.): D -F, H -I. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: T-U,R-S 3-11-6 oc bracing: S -T. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-613/33, C -D=-320/65, O -E=-147/560, E -F=-483/117, F -G=-1675/410, G -H=1617/488, H-1=1397/470, I -J=-1659/504, J -K=-1738/434, K -L=-1200/312 BOT CHORD B -V=161/511, U -V=-161/511, S -T=-1904/524, E -S=-1589/411, R -S=-551/141, Q -R=-95/382, O -Q=-358/1432, N -O=-317/1435, M -N=-343/1501 WEBS C -U=-306/96, S -U=-104/276, D -S=-804/195, E -R=-375/1674, F -R=-1202/347, F -Q=278/1109, G-0=259/148, K -M=-318/1442, H -O=-30/277, I -N=46/292 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 82 Ib uplift at joint B, 500 Ib uplift at joint T and 285 Ib uplift at joint L. 9) Graphical puriin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 111 Ib down and 96 Ib up at 7-8-8, 78 Ib down and 71 Ib up at 9-11-4, 63 Ib down and 57 Ib up at 11-11-4, 64 Ib down and 50 Ib up at 13-11-4, 237 Ib down and 214 Ib up at 23-7-4, 55 Ib down and 32 Ib up at 24-0-12, 33 Ib down and 60 Ib up at 25-6-0, 55 Ib down and 32 Ib up at 26-11-4, and 243 Ib down and 214 Ib up at 27-4-12, and 61 Ib down and 79 Ib up at 36-11-4 on top chord. The design/selection of such connection device(s) is the responsibility of others. ,pF ESSIO QNq� �c�o PSS 0 N I O y F2c C 76428 ;o SIT CIVIC. �FOF r.AC June 16,2017 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall tot building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSS -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite log Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Thomas 850868217 0617105 B07 California Girder 1 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:52 2017 Page 2. ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-vgsv7 WnSTnHKDsgySOZP4L5x0056jnJ9AG7A6Yz5iOT 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-60, D -F=-60, F -H=-60, H-1=-60, I -K=-60, T -W=-20, L -S=-20 Concentrated Loads (lb) Vert: AA=37 AB=202 AC= -55 AE= -55 AF= -202 AG=26 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NII -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall =•�` - building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Het Ma CA 95610 Job Truss Truss Type Qty Ply Thomas PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 850868218 0617105 CO1 CALIFORNIA GIRDER 1 BC 0.23 Vert(CT) -0.21 I -J >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.26 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:54 2017 Page 1 I D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-s3zgYCpi7OX2SAgLZRct9mAMwCpBBoHRdaUHARz5iOR 5-6-12 5- 1-11 9-8-8 14-2-8 17- 1-5 1 -4 4 23-11-0 25-11-0 5-6-12 0-4-15 3-8-13 4-6-1 3-B-13 0-4- 5 5-6-12 2-0-0 5x8 = 6.o0 F12 2x4 II 4x8 = 44 Scale = 1:43.1 2x4 II , ---- 4x8 = • 2x4 II 3x4 = "- Plate Offsets (X,Y)— [A:0-2-4,Edgel, B:0-4-0,0-1-41, (E:0-2-7,0-1-121, [F:0-5-4,0-2-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.07 I -J >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(CT) -0.21 I -J >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.26 Horz(CT) -0.05 A n/a n/a BCDL 10.0 Code ISC2015riP12014 Matrix -MSH Weight: 241 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2X6 DF SS G 2-0-0 oc purlins (6-0-0 max.): B-E. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) A=1696/0-3-8, F=1824/0-5-8 Max Hoa F=-77(LC 28) Max Uplift A=-309(LC 8), F=-351(LC 9) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-3452/654, B -C=3936/790, C -D=-3936/790, D -E=-2877/574, E -F=-3270/606 BOT CHORD A -L=522/3076, J -L=-521/3047, I -J=-736/3957, H -I=-736/3957, F -H=-514/2872 WEBS B -L=32/523, B -J=-268/1135, C -J=-470/259, D-1=0/294, D -H=-1340/320, E -H=-166/1184 NOTES. (12) 1) 2 -ply truss to be connected together with 10d (0.131'x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vutt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide �OFESSIO&4 will fit between the bottom chord and any other members. Oe Fit, 8) A plate rating reduction of 20% has been applied for the green lumber members. iONI� y 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint A and 351 Ib uplift at tum OSP O joint F. V C 76428 z 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 83 Ib down and 89 Ib up at Q EXP. 12131/2 m `y ti 5-8-8, 93 Ib down and 129 Ib up at 8-0-12, 93 Ib down and 132 Ib up at 10-0-12, 93 lb down and 132 Ib up at 11-11-8, 93 Ib down * and 132 Ib up at 13-10-4, and 93 Ib down and 129 Ib up at 15-10-4, and 83 Ib down and 89 Ib up at 17-11-6 on top chord, and 49 Ib down at 2-0-12, 278 Ib down and 101 Ib up at 4-0-12, 67 Ib down at 6-0-12, 69 Ib down at 8-0-12, 69 Ib down at 10-0-12, 69 Ib down 11-11-8, 69 Ib down 13-10-4, 69 Ib down 15-10-4, 67 Ib down 17-10-4, 278 Ib down 101 Ib Q �� at at at at and and up at q TFOF 19-10-4, and 49 Ib down at 21-10-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of A\_* others. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. June 16,2017 LO,SD CASE S) Standard Ak WARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. * Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not j�• a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 quality Criteria, DSB-89 and SCSI Building Component' 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type Ory Ply Thomas 850868218 0617105 C01 CALIFORNIA GIRDER ' 1 Job Reference o tional Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:54 2017 Page 2 I D:weCz4kg G PnZk5L H 8Pf6Odiz6 KTh-s3zgYCpi?OX2SAgLZRc19mAMwCpB BoH Rd a U HARz5i0R LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pin Vert: A-B=60, B-E=-60, E=G=-60, A-F=-20 , Concentrated Loads (lb) Vert: B=-28 K=-51(F) 0=93 R=-93 S=-93 T=-93 U=-93 V=-28 W=-28(F) X=-278(F) Y=-49(F) Z=-51(F) AA=51(F) AB=-51(F) AC=-51(F) AD=49(F) AE=-278(F) AF=28(F) t e ® WARNING - Verify design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall Now building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei Ms CA 95610 ' Job Truss Truss Type Qty Ply Thomas BOT CHORD 2X4 DF No.1 &Btr G except 23-11-0 2X4 DF Stud/Std G R50868219 0617105 CO2 California 1 1 MiTek recommends that Stabilizers and required cross bracing 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing capable of withstanding 140 Ib uplift at joint A and 183 Ib 7-6-12 Plate Offsets (X,Y)— IA:0-2-4,0-1-81,[B:0-2-7,0-1-121,[D:0-2-7,0-1-121,[E:0-24,0-1-81 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:55 2017 Page 1 I D:weCz4kg G PnZk5 LH 8Pf6Odiz6KTh-KFX21Yq Kmifv4KPX7876 h zj Q4b57wGRbsEDgitz5i0Q 7-6-12 7- 1- 1 11-11-8 5-11-51 -4 4 23-11.0 25-11-0 7-6-12 0-0- 5 3-11-13 3-11-13 0-4- 5 7-6-12 2-0-0 Scale = 1:43.1 4x6 = 3x4 = 4x6 = 3x4 — 3x4 — 3x6 = 9 4 l� LUMBER- 7-6-12 BRACING - 16-44 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except 23-11-0 2X4 DF Stud/Std G 7-6-12 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8-9-8 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPl1 Quality Criteria, DSB-89 and BCSI Building Component will fit between the bottom chord and any other members. MiTek recommends that Stabilizers and required cross bracing 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing capable of withstanding 140 Ib uplift at joint A and 183 Ib 7-6-12 Plate Offsets (X,Y)— IA:0-2-4,0-1-81,[B:0-2-7,0-1-121,[D:0-2-7,0-1-121,[E:0-24,0-1-81 Installation guide. REACTIONS. (Ib/size) A=952/0-3-8, E=1082/0-5-8 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 28 Ib down and 36 Ib up at Max Horz E=-93(LC 9) J t, C 76428 Ib down and 36 Ib up at 15-11-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOADING (psf) SPACING- 2-0-0 FORCES. (lb) CSI. TOP CHORD DEFL. in (loc) I/def] L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) 0.11 I -L >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.50 Vert(CT) -0.30 I -L >965 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) -0.06 A n/a n/a BCDL 10.0 Code IBC2015rrP12014 Matrix -MSH Weight: 96 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-8 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except WEBS 2X4 DF Stud/Std G 2-0-0 oc purlins (5-7-3 max.): B -D. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPl1 Quality Criteria, DSB-89 and BCSI Building Component will fit between the bottom chord and any other members. MiTek recommends that Stabilizers and required cross bracing 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing capable of withstanding 140 Ib uplift at joint A and 183 Ib be installed during truss erection, in accordance with Stabilizer Q?�OFESSIpN44 Installation guide. REACTIONS. (Ib/size) A=952/0-3-8, E=1082/0-5-8 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 28 Ib down and 36 Ib up at Max Horz E=-93(LC 9) J t, C 76428 Ib down and 36 Ib up at 15-11-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. Max Uplift A=-140(LC 8), E=-183(LC 9) 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=1616/232, B -C=1366/254, C -D=1347/242, D -E=1598/220 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 BOT CHORD A-1=114/1364, G -I=-222/1522, E -G=-163/1344 9TFOFCAL WEBS 8-1=2/408, C -I=-318/168, C -G=-334/174, D -G=-2/408 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; �^ MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 3) Provide adequate drainage to prevent water ponding. MiTek' 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPl1 Quality Criteria, DSB-89 and BCSI Building Component will fit between the bottom chord and any other members. 7777 Greenback Lane 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing capable of withstanding 140 Ib uplift at joint A and 183 Ib plate uplift at joint E. Q?�OFESSIpN44 O ONIO 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �" 77FZ 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 28 Ib down and 36 Ib up at 7-11-10, 38 Ib down and 69 Ib up at 10-0-12, 40 Ib down and 71 Ib up at 11-11-8, and 38 Ib down and 69 Ib up at 13-10-4, and 28 J t, C 76428 Ib down and 36 Ib up at 15-11-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. W p 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. EXP. 12!3112018 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 J CIVIL �P Uniform Loads 9TFOFCAL Vert: A(B= 60, B -D=-60, D -F=-60, J -M=-20 June 16,2017 ® wARN1NG - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �^ a truss system. Before use, the building designer must verily the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Thomas PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.33 R50868220 0617105 CO3 California1 Lumber DOL 1.15 1 Vert(CT) -0.50 J -M >576 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Job Reference (optional) Systems MUS LUmDer Go, Anaerson, GA t$.1 1U S Apr 13 LU1I MI I ex Inaustnes, Inc. rn Jun lb 13:13:56 Zu1 / Nage 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-oR5QzurzX?nmhU ihseLEBGfx?ROfksk5uzNFJz5iOP 4 -if -5 - 9-6-12 %41-,l 13- -5 18-11-11 23-11-0 25-11-0 4-11.5 4-7-7 -4- 3-11-10 0-4-15 4-7-7 4-11-5 - 2-0-0 Scale = 1:44.2 4x6 = 5x8 = 4x6 = - 4x8 = 06 = 06 = r 3x4 = 9 -ti -12 - 4-945 - 9.6-12 Plate Offsets (X,Y)— 1C:0 -2-7,0-1-121,[D:0-4-0,0-1-41 LOADING (psf), SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.15 H -P >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.50 Vert(CT) -0.50 J -M >576 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) -0.07 A n/a n/a BCDL 10.0 Code ISC2015/TPI2014 Matrix -MSH Weight: 107 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr IS TOP CHORD Structural wood sheathing directly applied or 4-3-4 oc purlins, except BOT CHORD 2X4 DF No. 1&Btr G + 2-0-0 oc purlins (5-0-0 max.): C -D. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 9-0.13 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=1155/0 -3-8.F=1289/0-5-8 Max Horz F=-108(LC 28) Max Uplift A=-266(LC 8), F=-313(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=2149/583, B -C=1827/510, C-0=1576/490, D -E=1854/517, E -F=-2135/576 BOT CHORD A -J=458/1902, H -J=-401/1612, F -H=-525/1882 WEBS B -J=-371/191, C -J=0/394, 0-H=-1/346, E -H=-306/184 t NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25f1; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 266 Ib uplift at joint A and 313 Ib uplift at joint F. FESSIO &4 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Q ,o Q ��ONjO y ccl, 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 246 Ib down and 225 Ib up at 9-11-10, 38 Ib down 68 Ib 11-11-8, 252 Ib down 225 Ib 14-2-8 top The and and up at and and up at on Chord. design/selection of 2 m such connection device(s) is the responsibility of others. J C 76428 7 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. o: 0 EXP. 12/31/2018 H LOAD CASE(S) Standard * 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) T�TFOF Vert: A -C=60, C -D=-60, D -G=60, K -N=-20 CA1)F June 16,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111111.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall Bet building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type 0617105 CO3 California Systems Plus Lumber Co, Anderson, CA LOAD CASE(S) Standard Concentrated Loads (lb) Vert: D=-205 Q=-205 Qry Ply Thomas R50868220 1 1 Jab Reference a tional 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:56 2017 Page 2 ID:weCz4kgGPnZk5LHBPf6Odiz6KTh-oR5Qzur7.X7nmhU ihseLEBGfx7ROfksk5uzNFJz5iOP r 1 ® WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not^ a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the r fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Thomas 7-7-5 8-1-13 LOADING (psf) 850868221 0617105 C04 Common 4 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.30 Job Reference (optional) Systems HIUS LUmoef uo, Anaerson, GA 8A lU s Apr 13 201 / MiTek ek Industries, Inc. Fri Jun 16 13:13: 6 201 / rage 1 I D:we C z4kg GP nZk5LH8Pf6Od iz6 KTh-oR5QzurzX?nmh U Jh seL EB GgJ?Stfi gk5uzNFJz5iOP 11-11-8 17-8-0 23-11.0 25-11.0 6-3-0 S-8-8 5-8-8 6-3-0 2-0-0 ' - - Scale = 1:42.8 4x6 = C $1 G 3x5 = 3x5 = 8.1-13 15-9-3 23-11-0 8-1-13 7-7-5 8-1-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.10 G-1 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.40 Vert(CT) -0.29 I -L >977 180 BCLL 0.0 Rep Stress [nor YES WB 0.26 Horz(CT) -0.05 A n/a n/a BCOL 10.0 Code IBC2015/TP12014 Matrix -MSH Weight: 100 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4-10-4 oc purlins. BOT CHORD 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and re uired cross bracin q 9 be installed during truss erection, in accordance with Stabilizer Installation 'de REACTIONS. (Ib/size) A=952/0-3-8, E=1082/0-5-8 Max Horz E=-128(LC 9) Max Uplift A=-98(LC 8), E=-141(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=1665/188, B -C=1491/199, C-01=1472/186, D -E=1659/175 BOT CHORD A -I=-96/1451, G -I=-30/949, E -G=-178/1428 WEBS C -G=-84/555, D -G=-360/193, C-1=97/583, B -I=-375/200 NOTES- (7) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chard and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 98 Ib uplift at joint A and 141 Ib uplift at joint E. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. oQ�OFESslojv, �(ONIO h, F7, �v=���P C 76428 z 0 any EXP. 12/31/2018 ti / OF� June 16,2017 ® WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. �� Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not Sol' a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and pennenent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlfTPl1 Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. - Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Oty 6-0-11 Thomas Plate Offsets (X,Y)— [C:0-4-0,0-1-41, [E:0-0-4,Edgel 2) Provide adequate drainage to prevent water ponding. LOADING (psi) JPly I 850868222 0617105 C05 Roof Special 1 1 TC 0.72 Vert(LL) -0.04 G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 Job Reference o tional Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:57 2017 Page 1 I D:weCz4kg GPnZk5LH8 Pf6Odiz6 KTh-GdfoAErb l JvdJdZvEZganOokZPg mO6lu JYixn mz5i00 i 5-11-15 11-0-13 11.5-12 17-6-7 23-11-0 25-11-0 5-11-15 5-0-14 114.15 -4 15 6A-11 6-4-9 2-0.0 Scale = 1:44.2 4x4 = 2x4 II 5x8 = 3x4 II 4x10 = 3x4 = ---- 2x4 11 3x4 = 5-11-15 11-5-12 17-6-7 23-11-0 j 5-11-15 5-5-13 6-0-11 6-4-9 Plate Offsets (X,Y)— [C:0-4-0,0-1-41, [E:0-0-4,Edgel 2) Provide adequate drainage to prevent water ponding. LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) -0.04 G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.30 Vert(CT) -0.15 G-1 >999 180 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. BCLL 0.0 Rep Stress Incr YES WB 0.47 Horz(CT) -0.04 K nla n/a 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 BCDL 10.0 Code IBC2015rTP12014 Matrix -MSH Vert: A -C=60, C -F=-60, K -L=-20 T�TF�F Weight: 129 Ib FT = 20% LUMBER- BRACING - CA\_ TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4-10-15 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals, and 2-0-0 oc purlins (6-0-0 max.): A -C. WEBS 2X4 DF Stud/Std G 'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. A-J,C-J: 2X4 DF No. 1&Btr G WEBS 1 Row at mid pt C -J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) K=961/0-3-8, E=1090/0-5-8 Max Horz E=-252(LC 21) Max Uplift K=-166(LC 4), E=-170(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -K=911/189, A -B=-716/121, B -C=-716/121, C -D=1154/184, D -E=1702/223 BOT CHORD I -J=-213/954, G -I=-241/1462, E -G=-241/1462 WEBS A -J=183/1043, B -J=382/171, C -J=-357/122, C-1=12/427, D -I=-565/176, D -G=0/261 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 166 Ib uplift at joint K and 170 Ib uplift at joint E. fE$Sl� N44 7) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Q�0 �O �( ONIO y 4:, 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 43 Ib down and 93 Ib up at 11-4-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. tV 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. C 76428 z LOAD CASE(S) Standard31/2018 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=60, C -F=-60, K -L=-20 T�TF�F Concentrated Loads(lb) C CA\_ June 16,2017 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 10/03/2015 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSMII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty 9-5-12 7.0-11 7-4-9 Thomas Plate Offsets (X Y)— (C:0-2-7.0-1-121 [E:0-0-4,Edge) LOADING (psf) SPACING- 2-0-0 [ly� 850868223 0617105 C06 Roof Special 1 1 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.58 Vert(CT) -0.62 I -J >457 180 - Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fn Jun 16 13:13:58 2017 Page 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-kgDBNasD3d1Txn86oHgpJcLvcp4c7X91YCSUJCz5i0N -9-12 9-0-13 9- - 2 6-6-7 23-11-0 _ 25-11-0 4-9-12 4-3-1 0-4- 5 7.0-11 7-4-9 2-0-0 ^ Scale = 1:51.1 3x4 It= = 3x4 = - - , 3x5 = 4x8 = 3X6 = 3x4 = 2x4 II - • 9-5-12 16-6-7 23-11-0 9-5-12 7.0-11 7-4-9 Plate Offsets (X Y)— (C:0-2-7.0-1-121 [E:0-0-4,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.76 Vert(LL) -0.26 I -J >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.58 Vert(CT) -0.62 I -J >457 180 - BCLL 0.0 ' Rep Stress Incr YES WB 0.59 Horz(CT) -0.05 J n/a n/a BCDL 10.0 Code IBC2015rTP12014 Matrix -MSH Weight: 127 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4-9-6 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals, and 2-0-0 oc purlins (6-0-0 max.): A -C. WEBS 2X4 DF No.t&Bir G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. A-J,D-G: 2X4 DF Stud/Std G WEBS 1 Row at midpt B -J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) J=988/0-3-8, E=1101/0-5-8 Max Horz E=-289(LC 6) Max Uplift J=-155(LC 4), E=-164(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. R TOP CHORD B -C=-823/178, C -D=-1025/152, D -E=-1676/209 BOT CHORD I -J=-157/523, G -I=-238/1430, E -G=-238/1430 WEBS B -J=939/195, B -I=-84/545, D -I=-689/219, D -G=0/274 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt= 11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumter DOL=1.33 plate .. grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. FESSIO 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 155 Ib uplift at joint J and 164 Ib uplift at joint E. �O �iON10 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) device(s) be or other connection shall provided sufficient to support concentrated load(s) 76 Ib down and 51 Ib up at LLI O0 2 tr 9-0-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. J6 C 76428 z 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. G: p �y EXP. 1 /31/2018 ^1 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) SJ CIVIL Vert: A -C=60, C -F=-60, J -K=-20 9160F CAl " June 16,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall" building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Ory Ply Systems Plus Lumber Co, Anderson, CA LOAD CASE(S) Standard Concentrated Loads (lb) R50868223 Vert: N=-67 C061 Job Truss Truss Type Ory Ply R50868223 0617105 C061 Roof Special 1 1 Job Reference (optional) it.I IU S Apr 13 ZUI / MI I eK InauslneS, Inc. Fn Jun lb 13:13:b6 ZUl / rage Z ID:weCz4kgGPnZk5LHBPf6Odiz6KTh-kgDBNasD3d1 Txn86oHgpJcLvcp4c7X91YCSUJCz5i0N ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MH -7473 rev. 10/0312015 BEFORE USE. * - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, notj�e a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, OSB -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 - Job Truss Truss Type Qty Ply Thomas PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.64 850868224 0617105 C07 Roof Special 1 1 BC 0.34 Vert(CT) -0.18 G -N >999 180 BCLL 0.0 Rep Stress Ina Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:59 2017 Page 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-COnZbwtrgw9KZ lM_B2spu5HDUYs7BAnsBlsez5iOM 5-5-3 9-11-5 1 -4 4 16-11-11 23-11-0 25-11-0 5-5-3 4 6-2 0-4. 5 6-7.7 6-11-5 2-0-0 4x6 = 2x4 11 5x8 = 3x4 II 5x8 = 3x4 = ��" 3x5 = 2.4 11 Scale = 1:48.5 j$ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.05 G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.34 Vert(CT) -0.18 G -N >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.47 Horz(CT) -0.05 K n/a n/a BCDL 10.0 Code IBC2015ffP12014 Matrix -MSH Weight: 133 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4-7-13 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals, and 2-0-0 oc purlins (6-0-0 max.): A -C. WEBS 2X4 DF Stud/Std G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. A-J,C-J,D-I: 2X4 DF No. 1&Btr G WEBS 1 Row at midpt A -K, C -J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) K=1184/0-3-8, E=1161/0.5-8 Max Horz E=-273(LC 6) Max Uplift K=-289(LC 9), E=-209(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -K=1136/321, A -B=742/246, B -C=-742/246, C -D=-1224/267, D -E=-1835/307 BOT CHORD I -J=-220/1008, G -I=-321/1576, E -G=-321/1576 WEBS A -J=300/1212, B -J=503/279, C -J=-448/57, C -I=-20/454, D -I=-633/201, D -G=0/292 NOTES- (9) 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. - 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 289 Ib uplift at joint K and 209 Ib uplift at joint E. 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 57 Ib down and 104 Ib up at 1-10-4, 57 Ib down and 104 Ib up at 3-10-4, 57 Ib down and 104 Ib up at 5-10-4, and 57 Ib down and 104 Ib up at 7-10-4, and 94 Ib down and 57 Ib up at 10-2-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=60, C -F=-60, K -L=-20 Q�Of ESSIO/V �(ON10 44F ti P i C76428�z2� � O EXP. 1213112018 CIVIC �P OF CAI Oft, June 16,2017 ® WARNING - Verfry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. �R Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ®® EI a truss system. Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall N building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Suite 109 Citrus Hei Ms CA 95610 Job Truss Truss Type 0617105 C07 Roof Special Systems Plus Lumber Co, ' Anderson, CA LOAD CASE(S) Standard Concentrated Loads (lb) Vert: C=-94 0=-57 P=-57 Q=-57 R=-57 1 0 Qty Ply Thomas 850868224 1 1 Job Reference (optional) 9.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:592017 Page 2 ID:weCz4kgGPnZk5LH8Pf60diz6KTh-COnZbwtrgw9K7AlM B2spu5HDUYs7BAnsBlsez5iOM ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/0312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall ^ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and pennarent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei M5 CA 95610 0 Qty Ply Thomas 850868224 1 1 Job Reference (optional) 9.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:13:592017 Page 2 ID:weCz4kgGPnZk5LH8Pf60diz6KTh-COnZbwtrgw9K7AlM B2spu5HDUYs7BAnsBlsez5iOM ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/0312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall ^ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and pennarent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei M5 CA 95610 Job Truss Truss Type Qty Plate Offsets (X,Y)— [C:0-4-0,0-1-41 [E:O-0-4 Edge) Thomas grip DOL=1.33 LOADING (psf) SPACING- 2-0-0 CSI. �Ply� 850868225 0617105 C08 Roof Special 1 1 G-1 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.28 Vert(CT) -0.14 Job Reference (optional) Systems Pius Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:00 2017 Page 1 I D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-gCLxoGuTbEHBA5HUwijH01 QH5cmbUAK7 WxbO4z5iOL r 6-5-3 i 11 -it -5 12-15 17-11.11 23-11-0 25-11-0 _ 6-5-3 5-6-2 0-4-15 5-7-7 5-11-5 2-0-0 11 Scale = 1:44.2 04 = 2x4 II 5x8 = 3x4 II 4x10 = 3x4 = --- 2x4 II 3x4 = q i 6.5-3 12-4-4- 17-11-11 23-11-0 6-5-35-7-7 + I 5-11-5 Plate Offsets (X,Y)— [C:0-4-0,0-1-41 [E:O-0-4 Edge) grip DOL=1.33 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.04 G-1 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.28 Vert(CT) -0.14 G-1 >999 180 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 Ib down and 52 Ib up at 1-10-4, 30 Ib down 52 Ib 3-10-4, 30 Ib down 52 Ib 5-10-4, 30 Ib down 52 7-10-4, BCLL 0.0 Rep Stress Incr YES WB 0.36 Horz(CT) -0.04 K n/a n/a the responsibility of others. BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 126 Ib FT = 20% LUMBER- BRACING - CIV11- �P TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-12 oc purlins, BOT CHORD 2X4 OF NoA &Btr G except end verticals, and 2-0-0 oc purlins (6-0-0 max.): A -C. WEBS 2X4 OF Stud/Std G 'Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. A-J,C-J: 2X4 OF No. t&Btr G WEBS 1 Row at midpt C -J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) K=946/0-3-8, E=1076/0-5-8 Max Horz E=-235(LC 21) Max Uplift K=-162(LC 4), E=-187(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -K=891/189, A -B=-800/198, B -C=-800/198, C -D=1195/231, D -E=-1688/262 BOT CHORD I -J=-196/999, G -I=-272/1453, E -G=-272/1453 WEBS A -J=197/1079, B -J=-416/200, C -J=-292/72, C -I=-9/408, D -I=-505/169 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 162 Ib uplift at joint K and 187 Ib uplift at joint E. FESSIO &44 7) Graphical representation does not depict the size or the orientation of the the top bottom Q .O 1t1 purlin puriin along and/or chord. O �tONIO y C� 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 30 Ib down and 52 Ib up at 1-10-4, 30 Ib down 52 Ib 3-10-4, 30 Ib down 52 Ib 5-10-4, 30 Ib down 52 7-10-4, ��� Q F'P and up at and up at and Ib up at and 39 Ib down cv 2 and 70 Ib up at 9-10-4, and 38 Ib down and 60 Ib up at 12-2-8 on top chord. The design/selection of such connection device(s) is J C 76428 z the responsibility of others. It* 70O 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. EXP. 1 31(2018 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 CIV11- �P Uniform Loads OF Vert: A(C� 60, C -F=-60, K -L=-20 CA June 16,2017 ® WARNING - Verify das/gn parameters and READ NOTES ON THIS AND INCLUDED MITEX REFERENCE PAGE M11-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hel hts CA 95610 Job Truss Truss Type Ory Ply Thomas Plate Offsets (X,Y)— [C:0 -4-0,0.1-41,[E:0-2-9,0-1-81 2) Provide adequate drainage to prevent water ponding. LOADING (psf) SPACING- 2-0-0 850868226 0617105 C09 Roof Special . 1 1 TC 0.59 Vert(LL) -0.13 G -M >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:01 2017 Page 1 ID:weCz4kgGPnZk5LHBPf6Odiz6KTh-8PuJObu5MYP2oFshTPE WxEzSaO82KxtTEAg8wXz5jOK i 7-5-3 13-11-5 14-4,4 18-11-11 23.11-0 25-11-0 7-5-3 6-6-2 0-4-15 4-7-7 4-11-5 2-0-0 4x6 = 2x4 II 5x8 = Scale = 1:44.2 3x4 II 4xtu — 4xb = 3X6 3x4 = d 7-5-3 14-4-4 23-11-0 7-5-3 ' 6-11-1 MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 9-6-12 Plate Offsets (X,Y)— [C:0 -4-0,0.1-41,[E:0-2-9,0-1-81 2) Provide adequate drainage to prevent water ponding. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) -0.13 G -M >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.47 Vert(CT) -0.43 G -M >666 180 72 Ib up at 9-10-4, and 39 Ib down and 70 Ib up at 11-10-4, and 55 Ib down and 89 Ib up at 14-2-8 on top chore. The BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) -0.04 J n/a n/a LOAD CASE(S) Standard BCDL 10.0 Code IBC2015frP12014 Matrix -MSH Uniform Loads (pit) OF Weight: 117 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-0-7 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals, and 2-0-0 oc purlins (5-10-5 max.): A -C. WEBS 2X4 DF Stud/Std G 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. A -1,C-1: 2X4 DF No.1 &Btr G WEBS 1 Row at mid pt C-1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) J=946/0-3-8, E=1076/0.5-8 Max Horz E=-197(LC 6) Max Uplift J=-240(LC 9), E=-234(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -J=880/278, A -B=-1078/336, B -C=-1078/336, C -D=-1381/336, D -E=-1668/400 BOT CHORD G -I=-290/1182, E -G=-382/1465 WEBS A-1=344/1265, 8-1=488/286, C -G=0/411, D -G=-306/184 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 lost bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 240 Ib uplift at joint J and 234 Ib uplift at joint E. FESSIQ & 7) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/Or bottom chord. QRO O �( ONIQ h Fit, 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 40 Ib down and 72 Ib up at 1-10-4, 40 Ib down 72 Ib 3-10-4, 40 Ib down 72 Ib 5-10-4, Ib down 72 7-10-4, and up at and up at 40 and Ib up at 40 Ib down and CLI 72 Ib up at 9-10-4, and 39 Ib down and 70 Ib up at 11-10-4, and 55 Ib down and 89 Ib up at 14-2-8 on top chore. The U C 76428 rn '' design/selection of such connection device(s) is the responsibility of others. F 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. * EX 3112018,%, LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 ST CIVIL Uniform Loads (pit) OF Vert: A -C=60, C -F=-60, J -K=-20 CA June 16,2017 ® WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not^ a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is akvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, OSS -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty PlyThomas Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 R50868227 0617105 C10 Roof Special 1 1 Code IBC2015frP12014 Weight: 108 Ib FT = 20% BRACING - Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:02 2017 Page 1 I D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-dbShDxvj7rYvQPRt16llUS WcTQVd3L8dTgQiSzz5iOJ 5-8-10 11-1-11 15-11-5 16-4,4 23-11-0 25-11-0 5-8-10 5-5-2 4-9-9 0-4.15 7-6-12 2-0-0 d 4 3x5 II 4x4 = 3x4 = 4x6 = Scale = 1:43.4 tixb — 3x4 — 13X5 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC2015frP12014 LUMBER - TOP CHORD 2X4 DF No.18Btr G BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) J=,1402/0 -3-8.E=1188/0-5-8 Max Horz E=-158(LC 25) Max Uplift J=-494(LC 4), E=-308(LC 9) CSI. DEFL. in (loc) Udef1 Ud PLATES GRIP TC 0.64 Vert(LL) -0.10 I -J >999 240 MT20 220/195 BC 0.45 Vert(CT) -0.34 I -J >828 180 WB 0.52 Horz(CT) -0.07 J n/a n/a Matrix -MSH Weight: 108 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-5 oc purlins, except end verticals, and 2-0-0 oc purlins (4-6-3 max.): A -D. BOT CHORD Rigid ceiling directly applied or 8-3-2 oc bracing. WEBS 1 Row at mid pt B -J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -J=-273/146, B -C=-1820/610, C -D=-1557/495, D -E=-1832/503 BOT CHORD I -J=-624/1619, G -I=-644/1903, E -G=-447/1554 WEBS B -J=1893/712, B-1=0/448, C -G=-520/308, D -G=-77/466 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 494 Ib uplift at joint J and 308 Ib uplift at joint E. 8) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 143 Ib down and 165 Ib up at 1-10-4, 143 Ib down and 165 Ib up at 3-10-4, 143 Ib down and 165 Ib up at 5-10-4, 137 Ib down and 163 Ib up at 7-10-4, 40 Ib down and 71 Ib up at 9-10-4, 40 Ib down and 71 Ib up at 11-10-4, and 38 Ib down and 69 Ib up at 13-10-4, and 56 Ib down and 91 Ib up at 15-11-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 QROFESSIQ& ONIO 6�'P.jc2 v C 76428 z 70 � t7 EXP. 12/3112rri OF June 16,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7079 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �e a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPlt Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Thomas � I a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall - 850868227 0617105 C10 Roof Special 1 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component ' Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. • Suite 109 Job Reference (optional) Carus Heights. CA 95610 Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:02 2017 Page 2 ID:weCz4kgGPnZk5LH8Pf60diz6KTh-dbShOxvj7rYvQPRt1611US WcTQVd3L8dTgQiSzz5i0J LOAD CASE(S) Standard Uniform Loads (plf) Vert: A -D=60, D -F=-60, J -K=-20 Concentrated Loads (lb) Job Truss Truss Type Qty Ply Thomas � I a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall - 850868227 0617105 C10 Roof Special 1 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component ' Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. • Suite 109 Job Reference (optional) ® WARNING. Varlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/0312015 BEFORE USE. Design vatid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not NEI' � I a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall - d building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. • Suite 109 Carus Heights. CA 95610 Job Truss Truss Type Qty Ply Thomas SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud 850866228 0617105 C11 Roof Special Girder 1 Vert(LL) -0.05 J -K >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 Be 0.19 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:03 2017 Page 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-5n04RHwMu9gm t Y03bgG_Of2vngvvopgmiU9F?PZ5i01 i 4-9-7 9-5-3 14-0-14 17-11-5 1�-4,4 23-11-0 25-11-0 4.9-7 4-7-11 4-7-11 3-10-7 0-4-15 5-6-12 .2-0-0 4x6 = 2.4 II 4x8 = 2x4 II 5x8 = Scale = 1:43.4 3x4 II 4x10 = 2x4 n 4x8 = 2x4 II V A Ia Plate Offsets (X,Y)— [E:0-4-0,0-1-4) 1) 2 -ply truss to be connected together with 1 O (0.131"x3") nails as follows: Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not^ Top chords connected as follows: 2x4 - 1 row at 0.9-0 oc. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.05 J -K >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 Be 0.19 Vert(CT) -0.17 J -K >999 180 1t �- BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(CT) -0.03 M n/a n/a F. BCDL 10.0 Code IBC2015(rP12014 Matrix -MSH 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 Ib down and 89 Ib up at Weight: 259 Ib FT = 20% LUMBER- 80 Ib down at 7-10-4, 69 Ib down at 9-10-4, 69 Ib down at 11-10-4, 69 Ib down at 13-10-4, 69 Ib down at 15-10-4, 67 Ib down at s'T CIVIL BRACING- q - TOP CHORD 2X4 DF No.1 &Btr G OFCA 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X6 DF SS G except end verticals, and 2-0-0 oc purlins (6-0-0 max.): A-E. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) M=1390/0-3-8, F=1548/0-5-8 Max Horz F=-119(LC 19) Max Uplift M=-150(LC 4), F=-115(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -M=-1265/155, A -B=2034/196, B -C=2034/196, C -D=3009/209, D -E=-3009/209, E -F=-2761/230 BOT CHORD K -L=-245/3002, J -K=245/3002, H -J=-263/2420, F -H=-263/2447 WEBS A -L=-211/2294, B -L=288/132, C -L=-1115/37, C -K=0/371, D -J=-262/124, E -J=-31/699, E -H=-10/520 NOTES- (11) 1) 2 -ply truss to be connected together with 1 O (0.131"x3") nails as follows: Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not^ Top chords connected as follows: 2x4 - 1 row at 0.9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. ■.Y■■ 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. MiTek' 3) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRP11 Quality Criteria, OSB -89 and SCSI Building Component grip DOL=1.33 7777 Greenback Lane 4) Provide adequate drainage to prevent water ponding. ESSI 0/j1q� 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide Q�(JF will fit between the bottom chord and any other members. 1t �- �t`O P���NID 7) A plate rating reduction of 20% has been applied for the green lumber members. of 'QZ Zm 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 150 Ib uplift at joint M and 115 Ib uplift at J C 76428 7?joint F. 0 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. ¢ EXP. 1 !3112018 /1 r 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 Ib down and 89 Ib up at 18-2-8 on top chord, and 92 Ib down and 24 Ib up at 1-10-4, 92 Ib down and 24 Ib up at 3-10-4, 92 Ib down and 24 Ib up at 5-10-4, 80 Ib down at 7-10-4, 69 Ib down at 9-10-4, 69 Ib down at 11-10-4, 69 Ib down at 13-10-4, 69 Ib down at 15-10-4, 67 Ib down at s'T CIVIL 17-10-4, and 278 Ib down and 101 Ib up at 19-10-4, and 49 Ib down at 21-10-4 on bottom chord. The design/selection of such q connection device(s) is the responsibility of others. OFCA 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. June 16,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not^ a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall ■.Y■■ building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRP11 Quality Criteria, OSB -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Ory Ply Thomas - R50868228 0617105 C11 Roof Special Girder 1 Jab Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries; Inc. Fri Jun 16 13:14:03 2017 Page 2 I D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-5n04RHwMu9gm i Y03bgG_Of2vngvvopgmiU9F?Pz5i01 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -E=60, E -G=-60, F -M=-20 Concentrated Loads (lb) Vert: 1=-51(B) J= -51(B) P= -92(B) 0=-92(B) R= -92(B) S= -80(B) T= -51(B) U= -51(B) V= -49(B) W=-278(8) X= -28(B) r ® WARNING - Veri/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall i building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPII Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply7JoboRefserence Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 850868229 0617105 E01 CALIFORNIA GIRDER 1 Code IBC2015/TPI2014 Weight: 65 to FT = 20% BRACING - o tional Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:04 2017 Page 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-Z_aSedx_eTodfibG9XnDZtb4sEDwXKgww8voXsz5iOH -1-0-0 3-7-10 3-11- 1 -3-0 10-6-5 -10 6 14-6-0 1-0-0 3-7-10 -4-i 3-3-5 3-3-5 -4- 3-7-10 5x8 = 2x4 5x8 = Scale = 1:27.3 3x5 = Plate LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code IBC2015/TPI2014 LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) B=873/0-3-8, F=881/0-3-8 Max Hoa B=-72(LC 25) Max Uplift B=-253(LC 8), F=-249(LC 9) -4 r' 3x5 = a CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.14 Vert(LL) -0.03 1 >999 240 MT20 220/195 BC 0.20 Vert(CT) -0.08 I -J >999 180 WB 0.20 Horz(CT) 0.03 F n/a n/a Matrix -MSH Weight: 65 to FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-9-9 oc purlins, except 2-0-0 oc purlins (5-6-13 max.): C -E. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD B -C=-1298/399, C -D=-1409/488, D -E=1409/488, E -F=1305/395 BOT CHORD B -J=308/1058, I -J=-311/1052, H -I=-287/1058, F -H=-283/1065 WEBS C-1=185/475, D -I=-351/273, E -I=-186/466 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 253 Ib uplift at joint B and 249 Ib uplift at joint F. 8) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 140 Ib down and 169 Ib up at 3-9-6, 157 Ib down and 119 Ib up at 6-0-12, 161 Ib down and 122 Ib up at 7-3-0, and 157 Ib down and 119 Ib up at 8-5-4, and 140 Ib down and 169 Ib up at 10-8-10 on top chord, and 35 Ib down at 4-0-12, 36 Ib down at 6-0-12, 36 Ib down at 7-3-0, 36 Ib down at 8-5-4, and 35 Ib down at 10-5-4, and 27 Ib down at 12-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard Q(FESS/0&44 _9 P�ZONIO hFF.J,c C 76428 -7 � O * �i10. 12/3112018 ^� OF June 16,2017 ® WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall ssto building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 y v Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:04 2017 Page 2 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-Z aSedx eToditbG9XnDZtb4sEDwXKgww8voXsz5i0H LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=60, C -E=-60, E -G=60, K -N=-20 t Concentrated Loads (lb) Vert: C=-91 1=-32(B) D=-43 E=-91 0=-43 R=-43 S= -30(B) T= -32(B) U=32(8) V= -30(B) W= -12(B) t Job Truss Truss Type City Ply Thomas 850868229 0617105 E01 CALIFORNIA GIRDER 1 1 y Job Reference (optional) ® WARNING -Vivify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component. note a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bradng indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane _ . Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Ory Ply Thomas CSI. DEFL. in (loc) I/deft Ud PLATES GRIP R50868230 0617105 E02 California 1 1 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. BC 0.23 Vert(CT) -0.09 Job Reference (optional) Systems Plus Lumber Go, Anderson, GA 13.110 s Apr 13 201 / MiTek ek Industries, Inc. Fn Jun 16 13:14:00 201 / Page! ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-1 A8grzycPmwUHsASiFI S547E2dZjGos39oeM3lz5iOG 1-2:1411 5 1-11-13 3-1 9-111-8 1-2-14 0-2-5 2-6-10 -44 5-7-10 8.00 12 Scale = 1:25.7 5x6 _ B 4x6 — 3x4 II F 3x4 = • V 3x4 = 3x4 = Plate Offsets (X,Y)— [B'.0-3-0,0-1-1), [C:0-3-0,0-1-11, [D:0-0-3,Edgej I - LOADING (psi] SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 MiTek' ' TC 0.24 Vert(LL) -0.03 E -I >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. BC 0.23 Vert(CT) -0.09 E-1 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 D n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 50 Ib FT = 20% LUMBER- BRACING. TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No.1 &Btr G except end verticals, and 2-0-0 oc purlins (6-0-0 max.): B -C. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer ` Installation clude. REACTIONS. (Ib/size) D=418/0-3-8, F=469/0-3-8 Max Horz F=-127(LC 6) Max Uplift D=-79(LC 9), F=-149(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 ((b) or less except when shown. TOP CHORD B -C=-332/145, C -D=-480/115 BOT CHORD D -E=-38/330 WEBS B -E=87/313, B -F=-435/188 NOTES- (10) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt= 11 Omph (3 -second gust) Vasd=87mph; TC0L=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 Ib uplift at joint D and 149 Ib uplift at joint F. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 77 Ib down and 91 Ib up at 1-4-3, and 98 Ib down and 66 Ib up at 2-8-8, and 71 Ib down and 87 Ib up at 4-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -B=60, B -C=-60, C -D=60, F -G=-20 QROFESSIO/v O N 10 yZ'P yc2 C 76428 z 0 * �i iP. 111/2018 ti OF June 16,2017 ® WARNING - Verify deslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7477 rev. 10/0312015 BEFORE USE. ^ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' ' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Duality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Thomas a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 850868230 0617105 E02 California 1 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Systems Plus Lumber Co, Anderson, CA LOAD CASE(S) Standard Concentrated Loads (lb) Vert: B=-53 K=-49 r 1 Job Reference optional) 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:05 2017 Page 2 I D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-1 A8grzycPmwUHsASiFIS547E2dZjGos39oeM3lz5i0G ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/07/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ITek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPIt Quality Criteria, OSB49 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job . Truss Truss Type Qty Ply Thomas PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.46 850868231 0617105 H01 DIAGONAL HIP GIRDER' 3 1 , Vert(CT) -0.03 Q -T >999 180 BCLL -0.0 Rep Stress Incr Job Reference (optional) Systems Plus Lumber GO, Anderson, GA 13.11U s Apr 13 ZU1 / MI tax Industries, Inc. t -n Jun 16 13:14:Ub 2U1 / Pagel I D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-VMiC3JyEA42Lu01eGyphelgLG l uO?HKCOSOvbkz5jOF i -3-0-0 2-9-3 36-2-12 3-0-0 2-9-3 - 33-5-9 4.24 f12 4x4 = 2�N Scale = 11:77.5 'd 1 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.01 Q -T >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.29 Vert(CT) -0.03 Q -T >999 180 BCLL -0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.01 ' P n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 60 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2X4 OF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-2-2 except (jt=length) P=Mechanical, B=0-7-6, Q=0-1-8, D=0-4-5. (lb) - Max Hoa B=530(LC 4) Max Uplift All uplift 100 Ib or less at joint(s)' P, B, Q, D, E, F, H, I, J, K, L, N, O except C=-122(LC 8) Max Grav All reactions 250 Ib or less at joint(s) P, Q, D, E, F, H, I, J. K, L, N, 0 except B=469(LC 1), C=256(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-506/46, C-01=411/23, D -E=372/22, E -F=-333/23, F -H=-293/23, H -I=-254/23 NOTES- (11) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=258; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) Q, C. E. F. H. I, J, K, L, N. 0. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) P, B, Q. D. E. F, H , I, J, K. L, N, 0 except (jt=1b) C=122. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E, F, H. I, J, K, L. N, 0. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 178 Ib down and 79 Ib up at 2-9-8, 68 Ib down and 69 Ib up at 2-9-8, 28 Ib down and 48 Ib up at 5-7-7.18 Ib down and 32 Ib up at 11-3-5, 19 Ib down and 33 Ib up at 14-1-4, 19 Ib down and 33 Ib up at 16-11-3, 19 Ib down and 33 lb up at 19-9-2, 19 Ib down and 33 Ib up at 22-7-1, 19 Ib down and 33 Ib up at 25-5-0.19 Ib down and 33 Ib up at 28-3-0, and 19 Ib down and 33 Ib up at 31-0-15, and 19 Ib down and 33 Ib up at 33-10-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 OQROFESS IONg4 �(ONIO ti F2 2 C 76428 z p * �EX '31/2018 A. ST - CIVIL 9TFOFCAt.IF June 16,2017 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. R Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not e a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall i building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of tresses and truss systems, see ANSIfTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane ' Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type s 0617105 H01 DIAGONAL HIP GIRDER Systems Plus Lumber Co, Anderson, CA LOAD CASE(S) Standard Uniform Loads (plf) Vert: A -P=-60, O -R=-20 Concentrated Loads (lb) Vert: U= -178(F) y s Oty Ply Thomas R50868231 3 1 Job Reference optional) 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:07 2017 Page 2 I D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-zZGaGfzsxOACWAKgggLwAVDWOREFkkaMc67T8Az5iOE e ' r• ® WARNING - Vellry design parameters and READ NOTES ON THIS AND INCLUDED MI 7EK REFERENCE PAGE MII.7473 rev. 10/0312015 BEFORE USE. ' Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not^ ' a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 512, Alexandria. VA 22314. Suite 109 Citrus Hei Ms CA 95610 Job Truss Truss Type Qty Ply Thomas Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 R50868232 0617105 H02 DIAGONAL HIP GIRDER 2 1 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.29 Vert(CT) -0.03 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA i -3-0-0 2-9-3 3-0-0 2.9-3 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:08 2017 Page 1 I D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-zZGaGfzsxOAC WAKgggLwAVD WOREFkkaMc67T89z5iOE 4.24 12 K L 4x4 = Scale = 1:60.3 Id LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.01 M -P >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.29 Vert(CT) -0.03 M -P >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.01 K n/a n/a BCDL 10.0 Code IBC20151TPI2014 Matrix -MP Weight: 48 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2X4 DF No. t&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-2-2 except Qt=length) B=0-4-9, M=0-1-8, 0=0-4-5, K=0-4-5. (Ib) - Max Horz B=414(LC 4) Max Uplift All uplift 100 Ib or less at joint(s) B, M, D, E. F. H, I except C=122(LC 8), J=-146(LC 4), K=112(LC 4) Max Grav All reactions 250 Ib or less at joint(s) M, D. E. F. H. I, K except B=469(LC 1), C=256(LC 1), J=253(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-383/46, C -D=-288/23 NOTES- (10) 1) Wind: ASCE 7-10; VuIt= 11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) M, C. E. F. H, I, J. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint -'s) B, M. D. E. F, H. I except Qt=lb) C=122, J=146, K=112. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E. F. H, I, J. K. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 178 Ib down and 79 Ib up at 2-9-8, 68 Ib down and 69 Ib up at 2-9-8, 28 Ib down and 48 Ib up at 5-7-7, 97 Ib down at 8-5-6, 18 Ib down and 32 Ib up at 11-3-5, 19 Ib down and 33 Ib up at 14-1-4, 19 Ib down and 33 Ib up at 16-11-3, 19 Ib down and 33 Ib up at 19-9-2, 64 Ib down and 130 Ib up at 22-7-1, and 7 Ib down and 4 Ib up at 25-5-0, and 24 Ib down and 32 Ib up at 27-6-3 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Q,-OFESSIO/yq� 0 N I O Q C 76428 z \FOF June 16,2017 ®WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not �s a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPlt Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type City Ply Thomas 850868232 0617105 H02 DIAGONAL HIP GIRDER 2 1 „ Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:08 2017 Page 2 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-RlgzU7 Uihl38Kv10NsgjjlgmraUTBpVrmtOgdz5iOD LOAD CASE(S) Standard o Uniform Loads (plf) Vert: A -L=60, M -N=-20 Concentrated Loads (lb) Vert: L= -24(B) 0=28(B) J=-60 Q= -178(B) R= -7(B) Job Truss Truss Type City Ply Thomas 850868232 0617105 H02 DIAGONAL HIP GIRDER 2 1 „ Job Reference (optional) r 0 ® WARNING -Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/20/5 BEFORE USE. R Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not®s a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPIt Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 0 ® WARNING -Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/20/5 BEFORE USE. R Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not®s a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTe k• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPIt Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Thomas TCLL 20.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.01 C -D >999 240 850868233 0617105• H04 Comer Rafter 1 1 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 E n/a n/a Job Reference o tional Systems Plus Lumber Go, Anderson, GA 13.110 S Apr 13 2U1 f MI I ek Industries, Inc. Fn Jun lb 13:14:Uu ZUl / rage 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-vxNLh K?6T?QwITUDx4NOG MxCF_DCe3f4QcZC3z5iOC 0-7-5 9-3-4 9-10-1 0-7-5 8-7-15 - 0.6-13 ; lig F I Scale = 1:20.1 r, LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in F I Scale = 1:20.1 r, LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.01 C -D >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.01 C -D >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 E n/a n/a BCDL 10.0 Code IBC2015lrP12014 Matrix -MSH Weight: 14 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. t&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation ide REACTIONS. All bearings 0-2-2. (lb) - Max Horz B=132(LC 4) Max Uplift All uplift 100 Ib or less at joints) B, C, D, E Max Grav All reactions 250 Ib or less at joint(s) B, C, D, E FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. r NOTES- (9) 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. . 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) B, C. D. E. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, C. C. E. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B, C. D. E. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 19 Ib down and 35 Ib up at 0-8-1, 19 Ib down and 33 Ib up at 3-6-0, and 19 Ib down and 33 Ib up at 6-3-15, and 19 Ib down and 35 Ib up at 9-1-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -F=60 Concentrated Loads (lb) Vert: B= -15(B) E=14(B) Q'�QOFESSIONq� 0 N 10 C 76428 z * Ex�y31/2018� CIVIL OF CAL June 16,2017 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlrrPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type Qty Ply Thomas Plate Offsets (X Y)— (B:0-1-4,Edgel 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. LOADING (psi) SPACING- 2-0-0 850868234 0617105 H05 DIAGONAL HIP GIRDER 2 1 TC 0.46 Vert(LL) -0.01 I -L >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 Jab Reference (optional) Systems Plus Lumber Co, Anderson, CA i -3-0-0 2-9-3 3-0-0 2-9-3 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:10 2017 Page i I D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-08xjvg?IEJYnNd2PVoudo8rOGeGyx5JoJ4M7kVz5i08 4.24 12 Scale = 1:39.2 I$ i 2-9-3 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25f: Cat. II; Exp C; enclosed; 22i MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate Plate Offsets (X Y)— (B:0-1-4,Edgel 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.01 I -L >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.29 Vert(CT) -0.03 I -L >999 180 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 178 Ib down and 79 Ib up at BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 G n/a n/a connection device(s) is the responsibility of others. BCDL 10.0 Code IBC20151TPI2014 Matrix -MP 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. O Weight: 32 Ib FT = 20% LUMBER- BRACING - * TOP CHORD 2X4 OF No. 18Btr G TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2X4 OF No.18Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-2-2 except Qt=length) B=0-4-9, 1=Mechanical, D=04-5. (lb) - Max Horz B=273(LC 22) Max Uplift All uplift 100 Ib or less at joints) I, D except B=-149(LC 4), C=122(LC 8), F=-112(LC 4), G=-127(LC 4) 3 Max Grav All reactions 250 Ib or less at joint(s) I, D. F, G except B=469(LC 1), C=256(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (11) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25f: Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C, F, G. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) I, D except Qt=1b) B=149, C=122, F=112, G=127. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, F, G. FE$SIQ 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 178 Ib down and 79 Ib up at Q,0 N4, F2 2-9-8, 68 Ib down and 69 Ib up at 2-9-8, 28 Ib down and 48 Ib up at 5-7-7, 97 Ib down at 8-5-6, 18 Ib down and 32 Ib up at 11-3-5, �O �i Oft h and 19 Ib down and 33 lb up at 14-1-4, and 25 Ib down and 33 Ib up at 16-10-3 on top chord. The design/selection of suchF'P C� connection device(s) is the responsibility of others. W 2 m 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). J C 76428 z 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. O EX/31/2018 Av LOAD CASE(S) Standard * 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) CIVIL Vert: A-1-1=60, I -J=-20 4TFOF CALIF June 16,2017 ® WARNING -Verify design Parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 4 Systems Plus Lumber Co, Anderson, CA LOAD CASE(S) Standard Concentrated Loads (lb) Vert: H= -25(F) D=28(F) M= -178(F) Job Truss - Truss Type a . 0617105 H05 DIAGONAL HIP GIRDER Qty Ply Thomas 850868234 2 1 Job Reference a tional 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:10 2017 Page 2 I D:weCz4kg GP nZk5LH8 Pf6Odiz6KTh-O8xjvg?I EJYn N d2 P Voudo8rOGeGyx5JoJ4M7 kVz5iOB • e ' , r ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, OSS -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 a . ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not �• a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, OSS -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type Qty Ply Thomas TCLL 20.0 Plate Grip DOL 1.15 _ Vert(LL) -0.00 M >999 240 R50868235 0617105 H06 DIAGONAL HIP GIRDER 1 1 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 H n/a n/a Job Reference (optional) Systems PIUs Lumloer GO, Anderson, GA 6.110 s Apr 13 2UI / Mi I etc Inaustnes, Inc. 1-n Jun 16 13:14:1U ZU17 Page 1 I D:weCz4kgGPnZk5LHBPf6Odiz6KTh-08xjvg?IEJYnNd2PVoudo8rOGeKZx5JoJ4M7kVz5i0B i -3-0-0 2-9-3 • 18-5-15 3-0-0 2-9.3 15-8-12 4.24 12 3x4 = . F— Scale = 1:49.1 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.46 Vert(LL) -0.00 M >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(CT) -0.01 J -M >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 H n/a n/a BCDL 10.0 Code IBC20151TPI2014 Matrix -MP FE$$IO 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, 0, E, G. H. 9) Hanger(s) device(s) be Weight: 40 Ib FT = 20% LUMBER- BRACING - 2-0-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. . BOT CHORD 2X4 OF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Z 7D O LOAD CASES) Standard MiTek recommends that Stabilizers and required cross bracing 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 be installed during truss erection, in accordance with Stabilizer Vert: A-1=-60, J -K=-20 - Installation uide. REACTIONS. All bearings 0-2-2 except (jt=length) B=0-4-9, J=Mechanical, D=0-4-5, H=0.3-8. (lb) - Max Horz B=337(LC 4) Max Uplift All uplift 100 Ib or less at joints) J, 0 except B=-120(LC 4), C=-103(LC 8), E=-108(LC 4), G=-121(LC 4), H=-117(LC 4) Max Grav All reactions 250 Ib or less atjoint(s) J, C. D, E, G except B=418(LC 1), H=261(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-267/29 NOTES- (11) 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCOL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C, E. G. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) J, D except (jt=1b) B=120, C=103, E=108, G=121, H=117. FE$$IO 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, 0, E, G. H. 9) Hanger(s) device(s) be QRO &44 F2 or other connection shall provided sufficient to support concentrated load(s) 19 Ib down and 33 Ib up at �O �(ON10 y 2-0-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). Lv� 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. J C 76428 -7 M Z 7D O LOAD CASES) Standard EXP. 1 31/2018 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A-1=-60, J -K=-20 j CIVIL �P 9TFOFCAI June 16,2017 ® WARNING - Verlry design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1870772015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �e a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall ' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty PlyThomas SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 R50868236 0617105 H07 Rafter 1 1 Vert(CT) 0.00 B -C >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 D n/a n/a Job Reference (optional) Jystems MUS LumDer GO, FVlaerson, L.A ts.11U s Apr 1J LU7 / MI I elc industries, Inc. Fn Jun lb 13:14:11 zui / vage 1 I D:weCz4kgGPnZk5LHBPf6Odiz6KTh-sKV5600N?cgd?ndc3VPsLLNH62fhgYZyXk5gHyz5iOA I 4-3-3 5-0-2 , 4-3-3 - 0_g_15 ' Scale = 1:10.9 E ' 1-3-2 1 4- 2-11-11 5-0-2 1-3-2 0-1- 1-7-8 2-0-6 Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) 0.00 B >999 240 M iTek' TCDL 10.0 Lumber DOL 1.15 Be 0.00 Vert(CT) 0.00 B -C >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 D n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 7 l . FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-0.2 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation e REACTIONS. (Ib/size) B=163/0-2-2, C=34/0-2-2, D=103/0-2-2 Max Horz 8=70(LC 4) Max Uplift 8=-83(LC 4), C=22(LC 8), D=-45(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) B, C, D. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, C, D. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B, C, D. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. �Q90ESS10/v4 -it ONIO PN C 76428 z r o EXP. 12/31/2018 * CIVIC- T9TFOF CAL 0� June 16,2017 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10103/2015 BEFORE USE. �* Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �J�s a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane - Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite fog Citrus Heights, CA 95610 Job Truss Truss Type Ory PlyThomas 5.66 12 C • d) N u% _ I J R50868237 0617105 H08 DIAGONAL HIP GIRDER 2 1 ' r E 3x4 = 2- 1-3 Job Reference (optional) Systems NWS Lumber Go, Anderson, L.A i -2-0.0 2-9-3 2-0-0 - 2-9-3 it.l lU s Apes zui / Ml I ex Industries, mc. t -n Jun lb 1-3:14:11 1UL1 Nage 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-KW3TKM 1?mwoUcxCodDw5tZwPnSz3P?p5mNrDpOz5iO9 Scale = 1:31.3 OF June 16,2017 ® WARNING - Verify design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall NEI" building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 J I$ .. N N 5.66 12 C • d) N u% _ I J • dl B , A ' r E 3x4 = 2- 1-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) -0.01 E -H >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.18 Vert(CT) -0.02 E -H >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 D n/a n/a ` BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Weight: 22 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 2-9-3 oc purlins. BOT CHORD 2X4 OF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing - be installed during truss erection, in accordance,with Stabilizer losIglIgtion guide. REACTIONS. All bearings Mechanical except Qt=length) 8=0-7-6, E=Mechanical, C=0-2-2. (lb) - Max Horz B=208(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) D, 8, E except C=-142(LC 8) Max Grav All reactions 250 Ib or less at joint(s) D, E except B=314(LC 1), C=260(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES. (11) 1) Wind: ASCE 7-10; VuIt=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) D, B, E except Qt=lb) C=142. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 70 Ib down and 71 Ib up at 2-9-8, and 72 Ib down and 42 Ib up at 8-5-6 on top chord. The design/selection of such connection device(s) is the responsibility of others. f ESSIQ h4� 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front or back Q�0 (F) (B). �O �(ONIO 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard J C 76428 z , 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 tY Uniform Loads (plf) �y EXP. 1 31/2018 Vert: A -D=60, E -F=-20 1t Concentrated Loads (lb) Vert: I=-3 r 1 OF June 16,2017 ® WARNING - Verify design parameter and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall NEI" building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 Job Truss Truss Type Qty Ply Thomas - • - SPACING. 2-0-0 850868238 0617105 HT1 KINGPOST 9 1 TC 0.14 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:12 2017 Page 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-KW3TKM17mwoUcxCodDw5tZwRrS DP745mNrDpOz5iO9 - 4-10-11 9-9-6 4-10-11 - 4-10-11 Scale = 1:18.4 4x6 = B D 3x4 i 2x4 II 3x4 4-10-11 9-9.6 - 4-10-11 - 4-10-11 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in floc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.11 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 C n/a n/a BCDL 10.0 Code IBC20151TPI2014 Matrix -SH Weight: 29 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation oue REACTIONS. (Ib/size) A=155/9-9-6, C=155/9-9-6, 0=373/9-9-6 . Max Horz A=34(LC 8) Max Uplift A=-28(LC 8), C=34(1_C 9), D=-15(LC 8) z ' Max Grant A=157(LC 19), C=157(LC 20), D=373(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip 001-=1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, C. D. 8) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q?'OF ESS10Ng4 U=C�' PC��0N10 v C 76428 z � o EXP. 12/31/2018 H '�OFCAUF°` June 16,2017 ®WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �^ a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' fabrication. always required for stability and to prevent collapse with possible personal Injury and properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPl1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hel hts CA 95610 I Job Truss Truss Type Qty Pty Thomas MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in ' 850868239 0617105 HT2 KINGPOST 2 1 n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(CT) n/a Job Reference (optional) Systems Plus Lumber Co, Anderson, CA B. 110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:13 2017 Page 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-oidrXi2dXEwLE5n AwSKQmTdNsLB8SZE71anLgz5iO8 i 4-10.11 9.9.6 4-10-11 - 4-10-11 Scale = 1:18.2 4x6 = - 4x6 = F E 3x4 ! 2x4 II 112x4 II 3x4 3-9-11 4-10-11 5-11-11 9-9-6 1 3-9-11 1-1.0 1-1A 3-9-11 Plate Offsets (X,Y)— [8:0-2-7,0-1-121,[C:0-2-7,0-1-121 MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(CT) n/a n/a 999 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 D n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -SH W o Weight: 31 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2X4 OF No.1&Btr G 2-0-0 oc purlins (6.0-0 max.): B -C. WEBS 2X4 OF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 9-9-6. (lb) - Max Horz A=-25(LC 9) ' Max Uplift All uplift 100 Ib or less at joints) A, D, F, E Max Grav All reactions 250 Ib or less at joints) A, D, F, E FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, D, F, E. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. FESSIO /vq� 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bcttom chord. Q.0 �O �jON10 h Fit, 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Z J C 76428 z W o EXP. 12/31/2018 ti * ii/ OF June 16,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, note a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMPII Quality Criteria, DSB-89 and BC SI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Plate Offsets (X,Y)— [B:0-2-7,0-1-121, [D:0-2-7,0-1-121 Thomas LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/dell L/d [ly� 850868240 0617105 HT3 KINGPOST 2 1 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT) n/a n/a 999 Suite 109 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:14 2017 Page 1 I D:weCz4kg G PnZk5 L H 8Pf6Od iz6KTh-GvB Ek22F I X2C sFM BkezZz_?oQG h ntvj0 DhKKlGz5iO7 4-10-11 9-9-6 4-10-11 - 4-10-11 Scale = 1:18.2 6.00 12 4x6 = 4x6 = H G F 3x4 i 2x4 -II 2x4 II 3x4 -1 i 4-10-11 7-11-11 9-9-61-9 9-191 Plate Offsets (X,Y)— [B:0-2-7,0-1-121, [D:0-2-7,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) rite n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT) n/a n/a 999 Suite 109 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 F n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -SH Weight: 28 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 9-9-6 oc purlins, except BOT CHORD 2X4 DF No. t&Btr G 2-0-0 oc purlins (6-0-0 max.): B -D. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 9-9-6. (lb) - Max Horz A=9(LC 12) Max Uplift All uplift 100 Ib or less at joint(s) A, E, H, F, G Max Grav All reactions 250 Ib or less at joint(s) A, E. H, F except G=257(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, E. H. F. G. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. FESSIQ /V44 10) Graphical does depict the size or the orientation of the along the top and/or bottom chord. QFl� pudin representation not purlin �O �(ONIO 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 2 C 76428 z � o EXP. 1 /31/2018 ^� * OF CAU� June 16,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not�- a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hel ms CA 95610 Job Truss Truss Type Qty PtyThomas 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL R50868241 0617105 J01 Jack -Open Girder 8 1 NO BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Job Reference o tional Systems Plus Lumber Co, Anderson, CA - 6.110 s Apr 13 2017 Mt I eK Industnes, Inc. Fn Jun 16 13:14:14 2017 Pagel I D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-GvBEk22FIX2CsFMBkezZz_?mPGfotvlODhKKtGz5iO7 ,- -2-0-0 1-11-11 6-0-0 2.0-0 1-11-11 4-0-5 Scale = 1:15.0 C r � r 6.00 12 B 3x5 = LUMBER - TOP CHORD 2X4 DF No.188tr G BOT CHORD 2X4 DF No.18Btf G 11 6-0-0 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL , 0.0 Rep Stress Ina NO BCDL 10.0 Code IBC2015/TPI2014 LUMBER - TOP CHORD 2X4 DF No.188tr G BOT CHORD 2X4 DF No.18Btf G 1-10-151-11 11 6-0-0 1-10-15 1-t 2 - h CSI. DEFL. in (loc) I/deft Ud PLATE_ S GRIP TC 0.20 lA D -G >999 240 MT20 220/195 d H I D 1-10-151-11 11 6-0-0 1-10-15 1-t 2 - 4-0-5 CSI. DEFL. in (loc) I/deft Ud PLATE_ S GRIP TC 0.20 Vert(LL) -0.02 D -G >999 240 MT20 220/195 BC 0.17 Vert(CT) -0.07 D -G >999 180 WB 0.00 Horz(CT) 0.00 C n/a n/a Matrix -MP Weight: 14 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer t t' s on gu e REACTIONS. (Ib/size) C=54/Mechanical, B=263/0-3-8, D=48/Mechanical Max Hoa 8=68(LC 8) Max Uplift 8=-651LC 81 Max Grav C=97(LC 3), B=263(LC 1), D=89(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES. (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. . 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 36-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 16 Ib down and 13 Ib up at 2-0-12, and 33 Ib down and 18 Ib up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=60, D -E=-20 Concentrated Loads (lb) Vert: 1=-12(F) ± Q�OFESSION 0 N 10 44 U��c<0o PNS yF� 2C2 C 76428 z m Of 0 * any EXP. /31/2018 OFC� June 16,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7472 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not ga truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall Bet building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-69 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Ory Ply Thomas CSI. DEFL. in floc) I/dell L/d PLATES GRIP TCLL 20.0 850868242 0617105 J02 Jack -Closed 7 1 Lumber DOL 1.15 BC 0.07 Vert(CT) -0.01 F -I >999 180 BCLL 0.0 Job Reference (optional) Systems HIUS LUmner co, Anaerson, GA 8.110 s Apr 1132U17 MTek Industnes, Inc. Fn Jun 16 13:14:15 2017 Pagel I D:weCz4kgGPnZk5LHBPf6Odiz6KTh-k5lcyO3t3rA3TOxN ILUoVBYyZfObcLKXSL3uQjz5i06 i -2-0-0 3.6-12 3-11-11. 6-0-0 - ' 2-0-0 3-6-12 0-4-15 2-0-5 A t 4x6 \\ Scale = 1:18.2 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. - 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) E except (jt=1b) B=111. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 179 Ib down and 165 Ib up at 3-8-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=-60, C -D=-60, E -G=20 Concentrated Loads (lb) Vert: C=-133 oQROFESS10&4 P�ZONIO C 76428 -7 M 0 EXP. 1 31/2018 CIVIC T9TFOFCAL June 16,2017 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 01111.7473 rev. 10/07/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPit Quality Criteria, DSB49 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 3-6-12 2-5-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) --0.00 F -I >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(CT) -0.01 F -I >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 E . n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 28 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, BOT CHORD 2X4 DF No. t&Btr G except end verticals, and 2-0-0 oc purlins: C -D. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 8=423/0-3-8, E=298/Mechanical Max Horz B=83(LC 26) Max Uplift 8=-111(LC 8), E=-81(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -Ali forces 250 (lb) or less except when shown. TOP CHORD B -C=-345/84 BOT CHORD B -F=91/273, E -F=-95/267 WEBS C -E=-343/107 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. - 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) E except (jt=1b) B=111. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 179 Ib down and 165 Ib up at 3-8-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=-60, C -D=-60, E -G=20 Concentrated Loads (lb) Vert: C=-133 oQROFESS10&4 P�ZONIO C 76428 -7 M 0 EXP. 1 31/2018 CIVIC T9TFOFCAL June 16,2017 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 01111.7473 rev. 10/07/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPit Quality Criteria, DSB49 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type City Ply Thomas Plate Grip DOL • TC 0.10 TCDL 10.0 850868243 0617105 J02A Roof Special 1 1 YES WB 0.06 BCDL 10.0 Code IBC2015rrP12014 Matrix -MP Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:16 2017 Page 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-CHI_9k4Wg91w5YWZs3?12P58N3M Lpthh?pRy9z5iO5 3-6-12.3-11-11 6-0-0 3-6-12 6-1-15 9 -o -S Scale = 1:14.5 A 4x6 \\ 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.10 TCDL 10.0 Lumber DOL 1.15 BC 0.12 BCLL 0.0 Rep Stress Incr YES WB 0.06 BCDL 10.0 Code IBC2015rrP12014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No.l&Btr G BOT CHORD 2X4 DF No.18Btr G WEBS 2X4 DF Stud/Std G 3x4 = OEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.01 E -H >999 240 MT20 220/195 Ven(CT) -0.02 E -H >999 180 Horz(CT) 0.00 D n/a n/a BRACING - TOP CHORD BOTCHORD Weight: 25 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins: B -C. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=234/0-5-8, D=234/Mechanical Max Horz A=65(LC 7) Max Uplift A=42(LC 8), D= -49(1_C 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-263/55 WEBS B -D=-259/70 NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) A, D. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 54 Ib down and 87 Ib up at 3-8-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -B=60, B -C=-60, D -F=-20 OQ,�OFESSI01V ��cv PAZ O N I O 6 F.yGt r° C 76428 rAz2� � O * y� Xf,�31/2018 ti Clvll_ \FOF r. AL June 16,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into .he overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITIPII Quality Criteria, OSB -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 ? Citrus Heights, CA 95610 Job Truss Truss Type Qty PlyThomas SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 R50868244 0617105 J03 Jack -Open S 1 Lumber DOL 1.15 BC 0.22 Vert(CT) -0.14 D -G >504 180 BCLL 0.0 Job Reference (optional) Systems Plus Lumber GO, Anderson, CA 8.110 s Apr 13 ZU1 I MI I eK IndustneS, Inc. Fn Jun 1b 1"3:14:17 2u1 f rage 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-gUsMN458bSOnji5lPmWGacdG7Tfd4F2gwfY_Ubz5iO4 , -2-0-05-11-11 6- 0- 2-0-0 5-11-11 05 C . Scale = 1:21.8 5-11-11 0-d-5 Plate Offsets (X,Y)— [B:0-0-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.04 D -G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.22 Vert(CT) -0.14 D -G >504 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 B n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 20 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. t&8tr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&8tr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. • MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer _ Installation guide. REACTIONS. (Ib/size) C=148/Mechanical, B=377/0-3-8, D=69/Mechanical Max Horz B=142(LC 8) Max Uplift C=-76(LC 8), B=60(1 -C 8) Max Grav C=148(LC 1), B=377(LC 1), D=107(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. y 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. QRpFESSIOhq� O iON10 F J r° C 76428 -7 � o 70 EXP. 12/31/2018 * CIVIC �P T9TFOF CAI. June 16,2017 ®WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• I always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, OSS -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 Citrus Hei hts CA 95610 JobTruss SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2015/TPI2014 Truss Type Ory Ply Thomas TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Stud/Std G 'Except' MiTek recommends that Stabilizers and required cross bracing C -D: 2X4 DF No.t&Btr G be installed during truss erection, in accordance with Stabilizer 850868245 0617105 003DD JACK -PARTIAL GIRDER 1 1 Max Uplift A=-246(LC 27), D=-29(LC 28) Max Grav A=385(LC 40), D=387(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:19 2017 Page 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-ds 7016064hVyOE8XBYkgljgGHLfY8w7Nz15ZUz5iO2 3-1-8 2-10-8 3x4 = 3x4 = R Scale = 1:19.4 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2015/TPI2014 CSI. TC 0.06 BC 0.25 WB 0.10 Matrix -MP DEFL. in (loc) I/defl Ud Vert(LL) -0.01 D -E >999 240 Vert(CT) -0.02 D -E >999 180 Horz(CT) 0.00 D n/a n/a PLATES GRIP MT20 220/195 Weight: 27 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2X4 DF Stud/Std G 'Except' MiTek recommends that Stabilizers and required cross bracing C -D: 2X4 DF No.t&Btr G be installed during truss erection, in accordance with Stabilizer Installation guide REACTIONS. (Ib/size) A=279/0-5-8, D=387/Mechanical Max Horz A=109(LC 8) Max Uplift A=-246(LC 27), D=-29(LC 28) Max Grav A=385(LC 40), D=387(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=690/435, B -C=-284/245 BOT CHORD A -E=473/586, D -E=-258/392 WEBS B -D=-426/68 NOTES- (10) 1) Wind: ASCE 7-10; VuIt= 11Omph (3 -second gust) Vasd=87mph; TCDL=6.0psf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D except Qt=1b) A=246. 7) This truss has been designed for a total drag load of 500 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 6-0-0 for 83.3 F ESSIQ &4 plf. 8) Hanger(s) device(s) be to load(s) 197 Ib down 4-6-4 bottom Q'0 or other connection shall provided sufficient support concentrated at on �O ��ON IO chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. C 76428 z LOAD CASE(S) Standard EXP. 1 3112018 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=60, D -F=-20 T IVI Concentrated Loads (lb) TFQF CALIF Vert: 1=-197(8) / June 16,2017 ® WARNING - Verfly design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not _ a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MiTek* labricalion, storage, delivery, erection and bracing of trusses and thus systems, see ANSIrrPlt Quality Criteria, OSS -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type Qty Ply Thomas (loc) ,r - TCLL 20.0 Plate Grip DOL R50868246 0617105 J03G Jack -Open Girder 1 2 240 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(CT) Job Reference (optional) Systems Plus Lumber Go, Anderson, GA A 6.110 S Apr 13 2017 Mi I ek mdustnes, Inc. Fn Jun 16 13:14:ZU Z017 Pagel ID:weCz4kgGPn2k5LH8Pf6Odiz6KTh-53YV?57OtNpMaApK5u4zCFFpygh8H VMGcdnf5wz5i01 3-1-8 4- -9 60-0 III 3-1-8 1-0-1 1-10-7 0- -8 2x4 II C D 4x6 = I 3x10 11 3x5 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.01 F -H >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(CT) -0.04 F -H >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.48 Horz(CT) 0.01 E n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No.18Blf G BOT CHORD 2X6 DF SS G WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) A=2196/0-5-8, E=1639/Mechanical Max Horz A=112(LC 23) Max Uplift A=-444(LC 8), E=-372(LC 8) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or, less except when shown. TOP CHORD A -B=2384/431 BOT CHORD A -F=461/2134, E -F=461/2134 WEBS B -F=402/2157. B -E=2517/544 Scale = 1:22.3 PLATES GRIP MT20 220/195 Weight: 62 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. PLY -TO -PLY CONNECTION REQUIRES THAT AN APPROVED FACE MOUNT HANGER (SPECIFIED BY OTHERS) IS REQUIRED FOR LOADS REPORTED IN NOTES. FACE MOUNT HANGER SHALL BE ATTACHED WITH A MINIMUM OF 0.148"x 3" NAILS PER HANGER MANUFACTURER SPECIFICATIONS. NOTES- (11) 1) Special connection required to distribute top chord loads equally between all plies. 2) 2 -ply truss to be connected together with 1 Od (0.131"xW) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-2-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 3) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 4) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) A=444, E=372. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1091 Ib down and 280 Ib up at 0-6-4, and 1035 Ib down and 171 Ib up at 2-6-4, and 1237 Ib down and 305 Ib up at 4-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 1 ROFESS10&44 ONIO ti Fyc C 76428 -7 * i EXP. . 1�I3112018 H OF � June 16,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 01111.7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, note a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall iiSo building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Suite 109 Citrus Hei hts CA 9500 Job, Truss Truss Type 4/ 0617105 J03G Jack -Open Girder Systems Plus Lumber Co, Anderson, CA LOAD CASE(S) Standard Uniform Loads (plf) Vert: A -C=60, C -D=-20, A -E=20 Concentrated Loads (lb) Vert: 1=-1091(F) J= -1035(F) K= -1237(F) r 4/ Qty PlT2JTohboReference as 850868246 1 o tional 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:20 2017 Page 2 I D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-53YV757OtNpMaApK5u4zCFFpygh8H VMGcdnf5wz5i01 1 ® WARNING - Veritydesign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall y building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTP11 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Pty Thomas - PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.04 E -H >999 240 R50868247 0617105 J04 Jack -Open 6 1 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 B n/a n/a BCDL 10.0 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 6.110 S Apr 13 2011 MI I ek Industries, Inc. 1-ri Jun 16 13:14:21 2011 Page 1 I D:weCz4kgGPnZk5LH8Pf60diz6KTh-ZF6tCR8eehxDBJOXecbClSoym41 U031 QqH WCdNz5i00 i -2-0-06.0-0 7-11-11 _ 2-0-0 - 6-0-0 1-11-11 A Scale = 1:26.9 Plate Offsets (X,Y)— (B:0-0-8,Edgel LOADING (psi) 0 CSI. DEFL. in floc) I/deft L/d, Plate Offsets (X,Y)— (B:0-0-8,Edgel LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d, - PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.04 E -H >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(CT) -0.15 E -H >487 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 B n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 23 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. t&Bir G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No. t&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except (jt=length) B=0-3-8, C=0-3-1. (lb) - Max Horz B=180(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) D, B except C=-111(LC 8) Max Grav All reactions 250 Ib or less at joint(s) D, E. C except B=382(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. ' NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D, B except 0=1b) C=111. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�"pFESS/0&4 �O (ONIO Fy P J C 76428 0 EXP, 1 31/2018 * CIVIL �P 9TFOF CAl June 16,2017 ® WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 10/0312015 BEFORE USE. R Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of indiNdual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPIt Quality Criteria, DSB-89 and SCSI Building Component 7777Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite log Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Thomas Plate Offsets (X,Y)— IB:0-0-8,Edge) LOADING (psf) SPACING- 2-0-0 850868248 0617105 J05 Jack -Open 5 1 TC 0.32 Vert(LL) -0.04 F -I >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 Job Reference (optional) ayS[emS rmS Lumoer Lo, /anaerson, L.A t1.11U 5 Apr 13 2U1 t MI I ek Industries, Inc. M Jun 16 13:14:22 2017 Page 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-1 RgFQn9GP?34pTzjCJ6RHgL7 WUN)I WHZ3xGIApz5i0? -2-0-0 6-0-0 9-11-11 2-0-0 6-0-0 3-11-11 A F 4 Scale: 3/8"=1' 6-0-0 6-0-0 Plate Offsets (X,Y)— IB:0-0-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.04 F -I >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(CT) -0.15 F -I >487 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 B n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 26 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except (jt=length) B=0-3-8, C=0-3.1, D=0-1-8. (lb) - Max Horz B=217(LC 8) Max Uplift All uplift 100 Ib or less at joints) E, B, D except C=-114(LC 8) Max Grav All reactions 250 Ib or less at joints) E, F, C, D except 8=382(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) E, B. D except (jt=lb) C=114. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. D. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q '() ESSIO/V. ONIQ U�t�Oo _t 6 C 76428 z Of 0 any EXP. 12/31/2018 * ii / June 16,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall ■■■■■■• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 956110 Job Truss Truss Type Qty DEFL. Thomas (loc) Udefl L/d PLATES GRIP [ly� 850868249 0617105 J05C Jack -Open 1 1 _ 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 Job Reference (optional) Systems Plus Lumber GO, Anaerson, GA t5.1 IU s Apr 1J ZUl I MI I eK Industries, Inc. Fn Jun lb 1J:14:22 ZUl t rage 1 ID:weCz4kgGPnZk5LHBPf6Odiz6KTh-1 RgFQn9GP?34pTzjCJ6RHgL7WUNjlWHZ3xGIApz5iO? i2-0-0 r 6-0-0 11-10-7 22 6-0-0 5-10-7 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.04 G -J >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(CT) -0.15 G -J >487 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 F n/a n/a Scale = 1:36.7 BCDL '10.0 Code IBC2015rTP12014 Matrix -MP Weight: 29 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btf G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except (jt=length) B=0-3-8, C=0-3-1, D=0-1-8, E=0-1-8. (lb) - Max Horz B=252(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) F, B. D. E except C=-114(LC 8) Max Grav All reactions 250 Ib or less at joint(s) F, G. C. D. E except B=382(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; VuIt=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide . will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, E. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) F, B, D. E except Qt=lb) C=114. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. oQ,OFESSIONg4 ONIO y� Ftic C 76428 �z o * any EXP. 12/31/2018 CMI �P OF 7C? 0 June 16,2017 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. - - Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall me building design. Bracing indicated is to prevent budding of Individual truss web andlor chord members only. Additional temporary and permanent bracing M iTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMPII Duality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Thomas Plate Grip DOL 1.15 TC 0.32 TCDL 10.0 850868250 0617105 J06 ' Jack -Open 3 1 YES WB 0.00 BCDL 10.0 Code IBC2015/rP12014 Matrix -MP Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:23 2017 Page i I D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-VeEdd7gVAIBwRdYvml dggttlGujyUzXjlb?JiFz5i0_ -2-0-0 6-0-0 11-11-11 2-0-0 6-0-0 5-11-11 - b LOADING (ps"' SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 TCDL 10.0 Lumber DOL 1.15 BC 0.23 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IBC2015/rP12014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1 &Btr G DEFL. in (loc) I/dell Ud PLATES GRIP Vert(LL) -0.04 G -J >999 240 MT20 220/195 Vert(CT) -0.15 G -J >487 180 Horz(CT) -0.00 F n/a n/a BRACING- TOPCHORD BOTCHORD REACTIONS. All bearings Mechanical except Qt=length) B=0-3-8, C=0-3-1, D=0-1-8, E=0-1-8. (lb) - Max Horz B=254(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) F, B. D, E except C=-114(LC 8) Max Grav All reactions 250 Ib or less at joints) F, G, C. D, E except B=382(LC 1) Scale = 1:37.0 Weight: 29 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, E. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) F, B. D, E except (jt=lb) C=114. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D. E. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�OFESSIO&, 0 N 10 C 76428 0 * iEXP. li(31/2018 H OF CAIUF� June 16,2017 ® WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual Was web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPN quality Criteria, OSS -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty PlyThomas DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.04 H -K >999 240 R50868251 0617105 J07 Jack -Open 3 1 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 G n/a n/a BCDL 10.0 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:24 2017 Page 1 ID:weCz4kgGPnZk5LH8Pf60diz6KTh-zgnOrTAXxcJn2n76Kk8vN5QS0128DQnsXFlrDhz5i7z i -2-0-0 6-0-0 13-11-11 2-0-0 6-0-0 7-11-11 t 3 3x4 = Scale = 1:42.0 Plate Offsets (X Y)— (13:0-0-8,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.04 H -K >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(CT) -0.15 H -K >487 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 G n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 33 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except Qt=length) G=Mechanical, B=0-3-8, H=Mechanical, C=0-3-1. (lb) - Max Horz B=292(LC 8) Max Uplift All uplift 100 Ib or less at joints) G, D, E, F except C=-114(LC 8) Max Grav All reactions 250 Ib or less at joint(s) G, H, C, D, E, F except B=382(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; VuIt=1IOmph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, E, F. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) G, D, E, F except (jt=1b) C=114. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E, F. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. QRalPESSION e ON 10 F.yc �z2� C 76428 0 �y EXP. 12/3112 ^1 �\P 9TFOF Ali_il June 16,2017 ® WARNING - Verfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Do building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is ahvays required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPlt Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty PlyThomas LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer R50868252 0617105 J08 Jack -Closed 2 1 Max Uplift All uplift 100 Ib or less at joint(s) E, F except C=-144(LC 8), G=-114(LC 8) Max Grav All reactions 250 Ib or less at joint(s) 1, E, F, G except B=426(LC 1), C=257(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 2-0 2-0-00 4 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:24 2017 Page 1 I D:weCz4kgGPnZk5LHBPf6Odiz6KTh-zgnOrTAXxcJn2n76Kk8vN5QOF17EDQnsXFlrOhz5i?z 6-0-0 15-6-0 6-0-0 9-6-0 Scale = 1:47.1 6.00 FI H 3x5 = 6.0-0 f$ lt1:u-u-tl,tagel SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015/TP12014 . o gf PLATES GRIP MT20 220/195 Weight: 36 lb FT.= 20% LUMBER- BRACING - date urrseis 111,T)— LOADING (psi) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 lt1:u-u-tl,tagel SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015/TP12014 CSI. TC 0.56 BC 0.42 WB 0.00 Matrix -MP DEFL. in (loc) I/deft L/d Vert(LL) 0.09 I -L >772 240 Vert(CT) -0.23 I -L >311 180 Horz(CT) -0.01 G n/a n/a PLATES GRIP MT20 220/195 Weight: 36 lb FT.= 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except Ot=length) B=0-3-8, 1=Mechanical. (lb) - Max Horz B=325(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) E, F except C=-144(LC 8), G=-114(LC 8) Max Grav All reactions 250 Ib or less at joint(s) 1, E, F, G except B=426(LC 1), C=257(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C, E. F, G. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) E, F except Ot=1b) C=144, G=114. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, E. F, G. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q 'OFESSIO&4 �O ONIO y F2 P J C 76428 0 any EXP. 1 31/2018 H * Tq IVI, TFOF CANE June 16,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �e ' a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall . building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB49 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Helithts. CA 95610 Job Truss Truss Type Qty PlyThomas 6-0-0 R50868253 0617105 J09 Jack -Open. 2 1 Plate Offsets (X,Y)— Job Reference (optional) Systems Plus Lumber (;o, Anderson, GA - 8.110 s Apr 13 2017 MITek Industries; Inc. Fn Jun 16 13:14:25 2017 Page 1 I D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-ROL02pB9iwReg)iltSf8vlydlhOQyt1?lvuOI8z5i?y -2-0-0 6-0-0 17-11-11 2-0-0 6-0-0 11-11-11 , Scale = 1:52.1 Wy - TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except Qt=length) K=Mechanical, B=0-3-8, L=Mechanical, C=0-3-1, J=0-3-1. (lb) - Max Horz B=366(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) K, D, E, G, H, I, J except C=114(LC 8) Max Grav All reactions 250 Ib or less at joints) K, L, C, D, E, G, H. I, J except 8=382(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-312/53 I NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate , grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide' will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, E, G. H, I. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) K, D. E. G. H, I, J except Qt=lb) C=114. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E, G. H. I, J. FESSIQ 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�0 7V,q� P�(ONIQ C 76428�z2� ' � o ' * �EXP. 12/31/2018 V'0F�� June 16,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, note - a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei Ms CA 95610 3x4 = _ 6-0-0 6-0-0 Plate Offsets (X,Y)— 18:0-0-8,Edge, LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP t TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.04 ' L-0 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(CT) -0.15 L -O >487 • 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Holz(CT) -0.01 K n/a n/a BCDL 10.0 Code IBC2015lrP12014 Matrix -MP Weight: 39 Ib FT = 20% LUMBER. BRACING - TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except Qt=length) K=Mechanical, B=0-3-8, L=Mechanical, C=0-3-1, J=0-3-1. (lb) - Max Horz B=366(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) K, D, E, G, H, I, J except C=114(LC 8) Max Grav All reactions 250 Ib or less at joints) K, L, C, D, E, G, H. I, J except 8=382(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-312/53 I NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate , grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide' will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, E, G. H, I. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) K, D. E. G. H, I, J except Qt=lb) C=114. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E, G. H. I, J. FESSIQ 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�0 7V,q� P�(ONIQ C 76428�z2� ' � o ' * �EXP. 12/31/2018 V'0F�� June 16,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, note - a truss system. Before use, the building designer must verify the applicability of design parameters and propedy Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei Ms CA 95610 I Job Truss Truss Type Ory Ply Thomas floc) Vdefl L/d TCLL 20.0 Plate Grip DOL ' 850868254 0617105 J10 Jack -Open 1 1 240 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(CT) Job Reference (optional) Jys[enls rens LGmDer uo, Anberson, uA b.l lu 9 Apr 1J zul / MI I eK Industries, Inc. t•n Jun lb IJ:14:Zb ZU7 / Nage 1 I D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-wDvmG9CnTDZV15HUR9ANSWVoV5kfhKH9_ZEylaz5i?x I -2-OA I 6-0-0 19-4-15 I 2-0-0 6-0-0 13-4-15 a nn LOADING (pso SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl L/d TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.04 L -O >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(CT) -0.15 L -O >487 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 K n/a n/a BCDL 10.0 Code IBC2015rTP12014 Matrix -MP 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, E, F, H. I. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) K, D, E, F, H, I, J LUMBER- BRACING - Scale = 1:55.8 O 0 PLATES GRIP MT20 220/195 Weight: 41 Ib FT = 20% TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. All bearings 0-1-8 except (jt=length) K=Mechanical, B=0-3-8, L=Mechanical, C=0-3-1, J=0-3-1.' (lb) - Max Horz 8=393(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) K, D,.E, F, H, I, J except C=-114(LC 8) Max Grav All reactions 250 Ib or less at joint(s) K, L, C. D, E, F, H, I, J except B=382(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-342/53, C -D=-260/21 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction, of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, E, F, H. I. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) K, D, E, F, H, I, J except Qt=1b) C=114. 8) Beveled plate or shim required to provide full bearing surface with truss Chord at joint(s) C, D, E, F, H, I, J. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. FESSIQ &44 Q�0 Ftic O N l0 h J C 76428EXP o . 1 3112018 • * S�qi CIV FOF CAl June 16,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11•7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not _ e truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guldance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Carus Heights, CA 95610 T Job Truss Truss Type Oty Ply 11 Thomas PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.33 • 8 50868255 0617105 J 11D JACK -OPEN SUPPORTED 1 1 BC 0.27 Vert(CT) 0.02 A n/r 120 BCLL 0.0 Rep Stress Incr Job Reference (optional) Systems Plus Lumber Go, Anderson, GA 5.110 s Apr 13 2017 Mi t ek Industries, Inc. Fn Jun 16 13:14:26 2017 Page 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-wDvmG9CnTDZV15HUR9ANSWVnH5jlhKH9 ZEylaz5i?x -2-0-0 6-0-0 2-0-0 6-0-0 C A Scale = 1:21.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.00 A n/r 120 MT20 220/195, TCDL 10.0 Lumber DOL 1.15 BC 0.27 Vert(CT) 0.02 A n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 0 n/a n/a BCDL • 10.0 Code IBC2015rrP12014 Matrix -P Weight: 24 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 OF No.1 &Btr G except end verticals. WEBS 2X4 OF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer --u.,.;__ ..,;ae REACTIONS. (Ib/size) D=21416-0-0, B=375/6-0-0 Max Hoa B=130(LC 21) Max Uplift D=-44(LC 8), B=469(1_C 27) Max Grav D=214(LC 1), B=559(LC 40) _ FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-953/876 BOT CHORD B -D=-741/732 NOTES- (10) 1) Wind: ASCE 7-10; VuIt= 11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 3) Gable requires continuous bottom chard bearing. 4) Gable studs spaced at 1-4-0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D except Qt=lb) B=ass. 9) This truss has been designed for a total drag load of 800 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 6-0-0 for 133.3 plf. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. r Q,�,pFESSIO/V coo N�ONIO ti Fti C76428 z *a�yEX 12/3112018 ^7* OFC!I June 16,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 01111-7473rev. 10/0312015 BEFORE USE. �* Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty DEFL. Thomas (loc) Udefl Ud TCLL 20.0 �Ply� 850866256 0617105 J12 Jack -Open 1 1 240 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT) Job Reference (optional) Systems Plus Lumber Go, Anderson, GA tf.11u s Apr 13 ZUl f MI I eK Inausmes, mC. Fn Jun Ili 13:14:x/ ZUl I rage 1 I D:weCz4kgGPn2k5LH8Pf6Odiz6KTh-OPT8TUDPEXhMwEsg?sicj2y9V6GOICIDDzVgOz5i?w -2-0-0 2-11-8 6-0-0 8-1-8 9-11-11 2-0-0 2-11-8 2-1.8 1-103 Scale: 3/8"=1' LOADING (pso SPACING- A LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) 0.04 K >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.12 K >588 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.04 1 n/a n/a BCDL 10.0 Code IBC20151TP12014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1 &Btr G 'Except' C -K: 2X4 OF Stud/Std G WEBS 2X4 OF Stud/Std G REACTIONS. All bearings Mechanical except (jt=length) B=0-5-8, E=0-3-1, F=0-1-&. (lb) - Max Horz B=217(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) G, B, F except 1=-234(LC 8), E=-434(LC 1) Max Grav All reactions 250 Ib or less at joint(s) G, E, F except 8=332(LC 1), 1=767(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 ((b) or less except when shown. WEBS D-1=732/255 BRACING - TOP CHORD BOTCHORD 0 4 4 '4 4 14 PLATES GRIP MT20 220/195 Weight: 30 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: B -K. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) F. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) G, B. F except Qt=1b) 1=234, E=434. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) E, F. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�0FESS101V4 O ONIO F yF� 2c2 C 76428 z 0 EXP. 12/3112018 ti * ii/ OF CAUF'er- June 16,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not _ e truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overatl building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPH Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Thomas TCDL 10.0 Lumber DOL 1.15 BC 0.08 BCLL 0.0 Rep Stress Incr YES 850888257 0617105 J13 Jack -Open 1 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:27 2017 Page 1 I D:weCz4kg G PnZk5 LH 8Pf6Odiz6KTh-OPT8TU DP EXh MwEsg?si c j2y9V6GQl C I D DzVgOz5i?w -2-0-0 2-11-8 6-0.0 8-1-8 10-1-8 i 11-11-11 2-0-0 2-11-8 3-0-8 2-1-8 2-0-0 1 3 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 TCDL 10.0 Lumber DOL 1.15 BC 0.08 BCLL 0.0 Rep Stress Incr YES WB 0.15 BCDL 10.0 Code IBC2015/rP12014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No. 1&Btr G BOT CHORD 2X4 OF No.t&Btr G *Except* C -L: 2X4 OF Stud/Std G WEBS 2X4 OF Stud/Std G DEFL. in floc) I/deft Ud Vert(LL) 0.04 L >999 240 Vert(CT) -0.12 L >588 180 Horz(CT) 0.04 J n/a n/a BRACING - TOP CHORD BOTCHORD Scale = 1:37.0 PLATES GRIP MT20 220/195 Weight: 33 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: B -L. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings Mechanical except (jt=length) B=0-5-8, E=0-3-1, F=0-1-8, G=0-1-8. (lb) - Max Horz B=254(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) H, F, G except J=-235(LC 8), E=-434(LC 1) Max Grav All reactions 250 Ib or less at joint(s) H, E. F, G except B=332(LC 1), J=767(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS D -J=732/256 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) F, G. fESSIQ 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) H, F, G except Q�0 %V,rj� fjt=lb) J=235, E=434. O ONJO yF2 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) E, F, G. �� Q F` Q 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. tV= vo C 76428 �z ll Ir v * i EXR 1y31/2018 OFCA� June 16,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. aaaaaa Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ^ a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlfTPl1 Quality Criteria, DSS -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Thomas 2-11-8 3-0-8 0- -9 a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall Plate Offsets (X Y)— [C:0 -1 -12,0 -0 -141,[C:0 -1-12,0-1-101,[L:0-0-0,0-1-121 850866256 0617105' J14 Jack -Open 1 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) 0.05 M >999 240 Job Reference (optional) Systems HUS Lumber GO, Anderson, GA a.l lU S Apr 1J zUl / MI I eK mausineS, mC. rn Jun 16 13:14:zt1 zu / rage 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-sb1 WggD1?rpDXOQIZaDrXxa7vvSV9CSSStj3MTz5i?v -2-0-0 201--8 i 13-11-11 I 0 8 0 -0-0 6-0 2.1-8 2-0 2--0 1-0-32 2-11-8 IJ� A I$ Scale = 1:42.0 3x4 = 3x4 11 ° 2.11-8 9 • 2-11-8 3-0-8 0- -9 a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall Plate Offsets (X Y)— [C:0 -1 -12,0 -0 -141,[C:0 -1-12,0-1-101,[L:0-0-0,0-1-121 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. -Additional temporary and permanent bracing LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) 0.05 M >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.12 M >588 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.15 Horz(CT) 0.04 K n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 36 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD , 2X4 OF No.1 &Btr G 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: C -M: 2X4 OF Stud/Std G 6-0-0 oc bracing: B -M. WEBS 2X4 OF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except Qt=length) ]=Mechanical, B=0-5-8, K=Mechanical, E=0-3-1. (lb) - Max Horz B=292(LC 8) Max Uplift All uplift 100 Ib or less at joints) I, F. G, H except K=-237(LC 8), E=-434(LC 1) Max Grav All reactions 250 Ib or less at joint(s) I, E, F, G, H except 8=332(LC 1), K=767(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS D -K=-732/258 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. FESSIO /v4 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) F, G. H. QFI0 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 to uplift at joint(s) I, F, G, H except �O ��ON10 (jt=1b) K=237, E=434. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) E, F, G, H. �_ 2 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. J C 7642$ Z 1,`D � p ��y EXP. 12/31/2018 * T9T CIVIL FOFICA June 16,2017 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/0312015 BEFORE USE. ° Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. -Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, seeANSIRPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexendda, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss, Truss Type Qty Ply Thomas Plate Offsets (X,Y)— (C:0-1-12,0-0-14),IC:0-1-12,0-1-101,(N:0-0-0,0-1-12) LOADING (psi) SPACING- 2.0.0 R50868259 0617105 J15 Jack -Open 1 1 _ Vert(LL) 0.05 O >999 240 MT20 2201195 TCDL 10.0 Lumber DOL 1.15 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:29 2017 Page 1 ID:weCz4kgGPnZk5LHBPf6Odiz6KTh-KnbvuAEfm8x49Y?36Hk44871fJokufibgXScuvz5i?u r -2-0-02-11.8 6-0-0 8.1-8 10-1-8 12-1-8 14-1-8 15-11-11 2-0-0 2-11.8 3-0-8 2-1-8 - 2-0-0 2-0-0 2-0-0 1� R 3x4 = 3x4 1� Scale = 1:47.4 2-11-8 6-0-0 6- 9 2-11-8 3-0-8 0- -9 Plate Offsets (X,Y)— (C:0-1-12,0-0-14),IC:0-1-12,0-1-101,(N:0-0-0,0-1-12) LOADING (psi) SPACING- 2.0.0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC _ 0.32 Vert(LL) 0.05 O >999 240 MT20 2201195 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.12 O >588 180 BCLL 0.0 Rep Stress Ina YES WB 0.15 Horz(CT) 0.04 M n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 39 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF No. 1&Btr G 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: C -O: 2X4 OF Stud/Std G 6-0-0 oc bracing: B -O. WEBS 2X4 OF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except Qt=length) K=Mechanical, B=0-5-8, M=Mechanical, E=0-3-1. (lb) - Max Horz B=329(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) K, F, H. I, J except M=-238(LC 8), E=-434(LC 1) Max Grav All reactions 250 Ib or less at joints) K, E, F, H. 1, J except B=332(LC 1), M=767(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-289/0, C -D=-266/96 'WEBS D -M=-732/259 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. FESSIQ 5) Refer to girder(s) for truss to truss connections. Q�0 /�. FZ 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) F, H, I, J. �O �(QNIQ y 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) (jt=1b) M=238, E=434. K, F; H. I, J except LLI 2 m 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) E, F. H, I, J. J C 76428 z � 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. t7 EXP. 1 31/2018 * CIVIL T9TF0FCA1 June 16,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 01111.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not � a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design Into the overall Dale building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' (s always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding Me fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSInnoll Quality Criteria, OSB49 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 ni Job Truss Truss Type Qty Ply Thomas DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 850868260 0617105 J16 Jack -Open 1 i BC 0.08 Vert(CT) -0.12 P >588 180 BCLL 0.0 Rep Stress Incr YES Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries. Inc. Fri Jun 16 13:14:29 2017 Page 1 I D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-KnbvuAEfm8x49Y736Hk4487lfJokufibgXScuvz5i7u �2-0-0 2-11-8 6-0-0 j 6.1-8 I 10-1-8 12-1.8 j 14-1-8 1 1 -,J 8 2-U-0 2-11-8 3-0-8 2-1-8 2-0.-0 2-0-0 2-0 3x4 = 3x4 II Scale = 1:52.7 Plate Offsets (X,Y)— (C:0-1-12,0-0-141,IC:0-1-12,0-1-101,10:0-0-0,0-1-121 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) 0.05 P >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.12 P >588 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.04 N n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 42 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF No.1 &Btr G 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: C -P: 2X4 OF Stud/Std G 6-0-0 oc bracing: B -P. WEBS 2X4 OF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except Ot=length) L=Mechanical, B=0-5-8, N=Mechanical, E=0-3-1. (lb) - Max Horz B=366(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) L, F, G, I, J. K except N=-240(LC 8), E=-434(LC 1) Max Grav All reactions 250 Ib or less at joint(s) L, E, F, G, I, J, K except B=332(LC 1), N=767(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-331/0, C -D=-308/96, D -E=-267/0 WEBS D -N=-732/261 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) F, G. I, J, K. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) L, F, G. 1, J, K except (jt=1b) N=240, E=434. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) E, F, G, I, J, K. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q,OF ESSIpNq� �O ON10 ti F2 P i r° C 76428 �z �� 0f p * i X .13100 H OF CAL1F'� June 16,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10107/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, note a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall iiDo building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Thomas Plate Offsets (X,Y)— [C:0 -1 -12,0.0 -141,[C:0 -1-12,0.1-101,[P:0-0-0,0-1-121 a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall LOADING (psf) SPACING- 2-0-0 . - 850868261 0617105 J17 Jack -Open 1 1 Plate Grip DOL 1.15 TC 0.32 7777 Greenback Lane Vert(LL) 0.05 Q >999 240 MT20 220/195 Job Reference (optional)- Systems Plus Lumber Go, Anderson, GA ts.11 V S Apr 13 2u1 / MI I ex Inaustnes, Inc. t -n Jun lb 13:14:3u 2u1 / rage 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-o 9H5WFIXS3xniaFg?FJcMgTPi7zd6ylvBC9RLz5i?t -2-0-0 2-11-8 6-0-0 8-1-8 10-1-8 12-1-8 . 14-1-8 16-1-8 18-1-8 .19-11-11 2-0-0 2-11-8 3-0-8 2-1-8 2-0-0 2-0-0 2-0-0 2-0-0 2-0-0 1-10-3 6.00 12 M 3x4 = 3x4 II Scale= 1:58.6 1a " CS 0 '4 d, I¢ 2-11-8 6-0-0 6- 9 2-11-8 3-0-8 0- -9 . Plate Offsets (X,Y)— [C:0 -1 -12,0.0 -141,[C:0 -1-12,0.1-101,[P:0-0-0,0-1-121 a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 7777 Greenback Lane Vert(LL) 0.05 Q >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.12 Q >588 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.04 0 n/a n/a BCDL 10.0 Code IBC2015IrP12014 Matrix -MP Weight: 45 Ib FT = 20% LUMBER- BRACING- - ' TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF No.t&Btr G 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: C -Q: 2X4 OF Stud/Std G 6-0-0 oc bracing: B -Q. WEBS 2X4 OF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except (jt=length) M=Mechanical, B=0-5-8, O=Mechanical, E=0-3-1. (Ib) - Max Horz B=404(LC 8) Max Uplift All uplift 100 Ib or less at joints) M, F. G, H. J. K. L except 0=-241(LC 8), E=-434(LC 1) Max Grav All reactions 250 Ib or less at joint(s) M, E, F, G. H, J, K, L except B=332(LC 1), 0=767(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All farces 250 (Ib) or less except when shown. TOP CHORD B -C=-373/0, C -D=-350/96, D -E=-289/0, E -F=-272/21 WEBS D -O=-732/262 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.0psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) F, G, H. J. K. L. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) M, F, G. H, J, K, L except (jt=1b) 0=241, E=434. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) E, F, G, H, J. K, L. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. . OQ�pF ESSIO&44 ' P�TON10 C 76428 IY p * i XP. 1 131/2018 ti OF June 16,2017 ® WARNING - Verffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7472 rev. 10107/2015 BEFORE USE. Design valid for use only with MiTekO connectors. This design Is based only upon parameters shown, and is for an individual building component, not _ a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design Into the overall r building design. Bracing Indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Ory (loc) 1/deft Ud Thomas TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.04 �Ply� 850868262 0617105 J18 Jack -Open 2 1 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 L n/a n/a Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:31 2017 Page 1 I D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-GAifJsGwHmBoOs9SEimY9ZCfE6RgMbWu8rxjznz5i7s -2-0-0 6-0-0 21.11-11 2-0-0 6-0-0 15-11-11 m $1 6.00 12 3x4 = (a d Scale = 1:62.9 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.04 M -P >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(CT) -0.15 M -P >487 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 L n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E, F, G. I, J. K. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Weight: 45 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 0 MiTek recommends that Stabilizers and required cross bracing * be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except Ot=length) L=Mechanical, B=0-5-8, M=Mechanical, C=0-3-1. (Ib) - Max Horz B=441 (LC 8) Max Uplift All uplift 100 Ib or less at joints) L, D, E, F, G. I, J, K except C=-114(LC 8) Max Grav All reactions 250 Ib or less at joint(s) L, M, C, D, E, F, G. 1, J, K except B=382(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-395/53, C -D=-313/21, O -E=272/21 NOTES- (9) 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, E, F. G, I, J, K. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) L, D, E, F. G. 1, J, K except (jt=1b) C=114. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E, F, G. I, J. K. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Of ESSIO&4 �Fti ONIO J C 76428 0 EXP. 1 /31/2018 * OF June 16,2017 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPlt Quality Criteria, DSB-a9 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei Ms CA 95610 Job - Truss Truss Type Qty PlyThomas (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 R50868263 0617105 J19 Jack -Open 2 1 ' Vert(CT) -0.15 N -Q >487 180 - BCLL 0.0 Rep Stress Incr Job Reference (optional) systems t•tus LUmDef t:o, Anaerson, GA - 6.110 s Apr 13 ZU1 7 Mi I ek Industries, Inc. Fn Jun 16 13:14:31 2017 Page 1 I D:weCz4kgGPnZk5LH8Pf60diz6KTh-GAifJsGwHmBoOs9SEimY9ZCfE6RgMbWu8rxjznz5i?s i -2.0-06-0-0 23-11-11 2-0-0 6-0-0 17-11-11 6.00 12" M Scale = 1:68.3 L `d l 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.04 N -Q >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(CT) -0.15 N -Q >487 180 - BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 M n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 48 Ib FT = 20% LUMBER. BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 OF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except Qt=length) M=Mechanical, B=0-5-8, N=Mechanical, C=0-3-1. (lb) - Max Horz B=478(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) M, D, E, F, G, I, J, K, L except C=-114(LC 8) Max Grav All reactions 250 Ib or less at joint(s) M, N. C, D, E, F. G, I, J, K, L except B=382(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-437/53, C -D=-355/21, D -E=314/21, E -F=-272/21 NOTES- . (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, E. F. G. I, J, K, L. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) M, D, E, F. G. I, J. K. L except (jt=lb) C=114. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E, F. G, I, J. K. L. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. I , iONIO Q�pFESSIONq4 �O �ti F2 r° C 76428 z Q p * ��y EXP. 12/31/20 ti OFA110 � \P June 16,2017 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not ^ a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPlt Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty TCLL Thomas - 1.15 - TCDL �Pty 850868264 0617105 J20 Jack -Open 1 1 YES WB 0.00 BCDL 10.0 Code IBC2015rTP12014 Matrix -MP Job Reference (optional) Systems HIUS Lumber Uo, Anaerson, GA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:32 2017 Page 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-kMGI WCGY23Jf00keoQHnhnIq_Wn352m1 MVhGVEz5i?r i—2-0-0� 6-0-0 19-11.11 2-0-0 _ 6-0-0 13-11-111 6.00 12 . - K Scale = 1:58.1 A 3x4 = LOADING (psf) SPACING -2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 TCDL 10.0 Lumber DOL 1.15 BC 0.23 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IBC2015rTP12014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.t&Btr G DEFL. in (loc) I/dell Ud Vert(LL) -0.04 L -O >999 240 Vert(CT) -0.15 L -O >487 180 Horz(CT) . -0.01 K n/a n/a PLATES GRIP MT20 220/195 Weight: 42 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Guide. REACTIONS. All bearings 0-1-8 except Qt=length) K=Mechanical, B=0.5-8, L=Mechanical, C=0-3-1. (Ib) - Max Horz B=404(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) K, D, E, F, H, I, J except C=-114(LC 8) Max Grav All reactions 250 Ib or less at joint(s) K, L, C, D, E, F, H, I, J except B=382(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-354/53, C -D=-272/21 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33,plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, E. F. H, I, J. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) K, D, E. F, H, I, J except Qt=1b) C=114. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D. E. F, H, I, J. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 4 n Q O> ESSIONq� 0 N IO C 76428 �z �X 0 * �iX.12131/21)18 r^ June 16,2017 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/0772015 BEFORE USE. ` Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not ^ a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall Doi. - building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Duality criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane . - Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 " Job Truss Truss Type Qty ' Ply Thomas DEFL. in (loc) I/deft Ud - TCLL 20.0 Plate Grip DOL 1.15 R50868265 0617105 J21 Jack -Open 1 1 BC 0.23 Vert(CT) -0.15 K -N >487 180 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) J, D, E, G. H, I BCLL 0.0 Rep Stress Inco YES Job Reference (optional) Systems Plus Lumber Go, Anderson, GA 8.110 S Apr 13 2017 MiTek Industries, Inc. Fn Jun 16 13:14:33 2017 Page 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-CZgPkYHApNSWeAJgL7oOE_I7kw7lgVOBb9Qq 1 gz5i7q -2-0-06-0-0 17-11-11 + 2-0-0 6-0-0 - . 11-11-11 ' p 3x4 = I$ Scale = 1:52.1 Plate Offsets (X,Y)fB:0-0-8,Edgel 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.04 K -N >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(CT) -0.15 K -N >487 180 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) J, D, E, G. H, I BCLL 0.0 Rep Stress Inco YES WB 0.00 Horz(CT) -0.01 J n/a nla 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Q� Weight: 39 Ib FT = 20% LUMBER- BRACING - a` o TOP CHORD 2X4 OF No.t&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.I &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. �TFOF MiTek recommends that Stabilizers and required cross bracing CAI. be installed during truss erection, in accordance with Stabilizer Installation cluide. REACTIONS. All bearings 0-1-8 except (jt=length) J=Mechanical, B=0-5-8, K=Mechanical, C=0-3-1. (lb) - Max Hoa B=366(LC 8) Max Uplift All uplift 100 Ib or less at joints) J, D, E, G, H, I except C=-114(LC 8) Max Grav All reactions 250 Ib or less at joint(s) J, K, C, D. E, G, H, I except B=382(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-312/53 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, E, G, H. I. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) J, D, E, G. H, I except Qt=lb) C=114. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E. G, H, I. FESSIO 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�0 &44 �O (ON10 6' G2 Q� J C 76428 7 a` o 1 13112018 f7•' ArEXP. s'T CIV11. �TFOF CAI. June 16,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �e a truss system. Before use, the building designer must verily the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is sways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Jab Truss Truss Type Qty Ply Thomas 1.15 TCDL 10.0 Lumber DOL 1.15 R50868266 0617105 J22 Jack -Open 4 1 Code IBC20151TPI2014 Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing Job Reference (optional) systems HJUS Lumber uo, Anaerson, L;A 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:33 2017 Page 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-CZgPkYHApNSWeAJgL7o0E I?kw7lgVOBb9Qgigz5i?q -2.0-06-0.0 17-6-0 , 2_0_0 r 6-0.0 - 11.6-0 - Scale = 1:50.9 ` 6.00 F12 J LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC20151TPI2014 LUMBER - TOP CHORD 2X4 DF No.1&Btf G BOT CHORD 2X4 DF No.1 &Btr G CSI. TC 0.32 BC 0.23 WB 0.00 Matrix -MP REACTIONS. All bearings 0-1-8 except at=length) B=0-5-8, K=Mechanical, C=0-3-1. (lb) - Max Horz 8=355(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) D, E. G, H, I except C=114(LC 8) Max Grav All reactions 250 Ib or less at joint(s) K, C, D. E. G, H. I except B=382(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-299/53 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D, E, G, H. I. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D, E. G. H, I except 0=1b) C=114. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D. E. G, H, I. 9) WARNING: Engineering is void unless (cuss is fabricated by Systems Plus Lumber Co. DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.04 K -N >999 240 MT20 220/195 Vert(CT) -0.15 K -N >487 180 Horz(CT) -0.01 1 n/a n/a Weight: 38 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer . Installation guide. jpFESSIO& ��oQP�tON10 ti4��c C 76428 % �z Of 700 * i PIJ3112018 H OF June 16,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not■�o a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall - building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability antl to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Oty DEFL. in Thomas PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 [ly� 850868267 0617105 J31 Jack -Closed 1 1 BC 0.42 Vert(CT) , -0.23 H -K >311 180 Suite 109 BCLL 0.0 ' Rep Stress Incr Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:34 2017 Page 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-hlOoxuloahaNFJu l vgKFnCg6jKOaZyFKgpANa6z5i?p -2-0-0 6-0-0 15-6-0 2-0-0 6-0-0 9-6-0 ' fd P Scale = 1:45.9 G 3x5 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.56 Vert(LL) 0.09 . H -K >772 240 MT20 ' 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.42 Vert(CT) , -0.23 H -K >311 180 Suite 109 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 F n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Weight: 35 lb . FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Guide. REACTIONS. All bearings 0.1-8 except (jt=length) B=0-3-8, H=Mechanical. (lb) - Max Horz B=317(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) D, E. F except C=-144(LC 8) Max Grav All reactions 250 Ib or less at joint(s) H, D. E. F except B=426(LC 1), C=257(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C, D. E. F. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) D, E, F except (jt=1b) C=144. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D, E, F. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q,OFESSIONq� �O ��ONIO h F2 P C 76428 7z 2;0 0 any EXP. 1Z/31/2018 ^7 OF CALV June 16,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �^ a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall s building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSIITPI/ Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty PlyThomas Plate Offsets (X,Y)fA:0-2-10,0-1-81 LOADING (psf) SPACING- 2-0-0 R50868268 0617105 732 Jack -Closed 3 1I Plate Grip DOL 1.15 TC 0.59 Vert(LL) 0.11 G -J >639 240 MT20 220/195 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:34 2017 Page 1 ID:weCz4kgGPnZk5LHBPf6Odiz6KTh-hlOoxuloahaNFJulvgKFnCg5CKOsZyFKqpANa6z5i7p i 6-0-0 15.6-0 6-0-0 9.6-0 Scale = 1:44.8 3x5 i , 6-0-0 6-0-0 Plate Offsets (X,Y)fA:0-2-10,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.59 Vert(LL) 0.11 G -J >639 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.53 Vert(CT) -0.27 G -J >266 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.01 E n/a n/a BCDL 10.0 Code IBC20151TPI2014 Matrix -MP Weight: 32 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. t&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-1-8 except Qt=length) A=0-3-8, G=Mechanical. (lb) - Max Horz A=285(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) G, C, D, E except B=-146(LC 8) Max Grav All reactions 250 Ib or less at joint(s) G, C, D, E except A=287(LC 1), B=263(LC 1) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) B, C, D, E. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) G, C, D, E except 6t=1b) B=146. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 8, C. D, E. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. QROFE$SIO/V4 4 ON10 hF� 2C2 C 76428 z 0 * any EX�'J31/2018� CIVIL ��P OF CAL June 16,2017 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7472 rev. 10/07/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �e a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall 7 building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Crinis Heights, CA 95610 Job Truss Truss Type Qty Ply Thomas Plate Grip DOL 1.15 TC 0.07 TCOL 10.0 850868269 0617105 J33 Jack -Open Girder 1 1 NO WB 0.00 BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Job Reference (optional) Systems Plus Lumber Go, Anderson, CA 8.110 s Apr 13 2017 Mi I ek Industries. Inc. 1-n Jun 16 13:14:35 2017 Page 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-9xyABDJQL_iDtTTDTYrUJPN02jr9l PVU3Svw6Zz5i?o 1-11-11 I 4-0-0 1-0-0 1-11-11 2-0-5 A 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.07 TCOL 10.0 Lumber DOL 1.15 BC 0.07 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No.18Btr G BOT CHORD 2X4 DF NO.lBBtr G DEFL. in floc) I/deft Ud Vert(LL) -0.01 D -G >999 240 Vert(CT) -0.02 D -G >999 180 Horz(CT) 0.00 C n/a n/a BRACING - TOP CHORD BOT CHORD Scale: V" 1' i s ld PLATES GRIP MT20 220/195 Weight: 11 Ib FT = 20% Structural wood sheathing directly applied or 4-0-0 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) C=59/Mechanical, 8=164/03-8, D=32/Mechanical Max Horz B=69(LC 8) Max Uplift C=-25(LC 8), B=19(LC 8) Max Grav C=77(LC 32), B=164(LC 1), D=62(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 42 Ib down and 28 Ib up at 1-10-15 on top chord, and 17 Ib down and 14 Ib up at 2-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -C=-60, D -E=-20 Concentrated Loads (lb) Vert: C= -1(B) QRQFESSlo/v ~ U�c�Oo ONIp yF4*��. i C 76428 z IY p * � EXP 12/31/2018 ^1 June 16,2017 ® WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not ��e a miss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall ■ o building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandda, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Pty Thomas , Plate Grip DOL 1.15 TC 0.13 TCDL 10.0 850868270 0617105 J34 Jack -Open 2 1 YES WB 0.00 BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Job Reference (optional) Systems HUS Lumoer uo, Anaerson, GA 100 1.0.0' A 3x4 `— ts.l lu s Apr 13 ZUl / Mt I ex maustnes, Inc. Fn Jun 1b 13:14:3b ZU,17 Page 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-9xyA8DJQ L_iDtTTDTYrUJPNOEjrpl PVU3Svw6Zz5i?o 4-0-0 4-0-0 Scale = 1:18.8 C 1U d g 4 � n_ N LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.13 TCDL 10.0 Lumber DOL 1.15 BC 0.10 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IBC2015/TP12014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G REACTIONS. (Ib/size) C=99/0-1-8, B=224/0-3-8, D=50/Mechanical Max Horz B=119(LC 8) Max Uplift C=-63(LC 8), B=16(LC 8) Max Grav C=107(LC 15), B=224(LC 1), 0=73(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL. in floc) I/defl L/d PLATES GRIP Vert(LL) -0.01 D -G >999 240 MT20 220/195 Vert(CT) -0.03 D -G >999 180 Horz(CT) 0.00 B n/a n/a Weight: 14 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation e NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�pFESSIOly Y, ONIO ,S F�, <u� C 76428 z � o * EXP. 1�J31/2018 ti OF June 16,2017 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall�n building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M ITek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSO -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Job Truss Truss Type Qty PlyThomas 20.0 Plate Grip DOL 1.15 TC 0.14 TCDL 10.0 R50868271 0617105 J35 Jack -Open 2 1 YES WB 0.00 BCDL 10.0 Code IBC20151TPI2014 Matrix -MP Job Reference (optional) JyStems HUS LUmDer uo, Anderson, uA t 1� A 9.i lU s Apr 13 zul / mi I etc Inaustnes, Inc. Yn Jun lb 13:14:3b 1u1 t Paget ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-d8WYMZK26lg4Vd2P 1 FMjsdwYg7Aw1 ddH6fUe?z5i?n i -1-0.0 4-0-0 5-11-11 1-0-0 - 4-0.0 1-11-11 D ld LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.14 TCDL 10.0 Lumber DOL 1.15 BC 0.10 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IBC20151TPI2014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No.18Btr G BOT CHORD 2X4 DF No.18Btr G 4-0-0 { 4-0-0 Q 7� Scale = 1:25.6 DEFL. in (loc) Ildefl Ud - PLATES GRIP Vert(LL) -0.01 E -H >999 240 MT20 220/195 Vert(CT) -0.03 E -H >999 180 Horz(CT) -0.00 D n/a n/a Weight: 17 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide REACTIONS. All bearings Mechanical except (jt=length) B=0-3-8, C=0-1-8. (lb) - Max Horz B=168(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) D except C=-105(LC 8) Max Grav All reactions 250 Ib or less at joint(s) D, B, E, C FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33, plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) D except 0=1b) C=105. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q' LOESS/ IV I0N10 y�,PZc2 8 Q C 7642 z 0 * i P . 1y31/2018 ti June 16,2017 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not � a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall Vale building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is ahvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Thomas LUMBER- BRACING - 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD 850868272 0617105 J36 Jack -Open 1 1 MiTek recommends that Stabilizers and required cross bracing 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C, D. be installed during truss erection, in accordance with Stabilizer C=108. Job Reference (optional) Systems Plus Lumber Go, Anderson, GA - 6.110 s Apr 13 ZU17 Mi I eK Industnes, Inc. I -n Jun 16 13:14:36 2017 Pagel ID:weCz4kgGPnZk5LHBPf6Odiz6KTh-dBWYMZK26lg4Vd2P 1 FMjsdwYg7Aw1 rldH6fue?z5i?n i -1-0-o 4-0.0 { 7-1-15 1-0-0 4-0-0 3-1-15 Scale = 1:29.7 A 3x4 = F LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015/TPI2014 CSI. TC 0.14 BC 0.10 WB 0.00 Matrix -MP DEFL. in Vert(LL) -0.01 Vert(CT) -0.03 Horz(CT) -0.00 (loc) I/defl L/d F -I >999 240 F -I >999 180 " E n/a n/a PLATES GRIP MT20 220/195 Weight: 19 Ib FT = 20% LUMBER- BRACING - 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2X4 OF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 5) Refer to girder(s) for truss to truss connections. MiTek recommends that Stabilizers and required cross bracing 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C, D. be installed during truss erection, in accordance with Stabilizer C=108. Installation u' e REACTIONS. All bearings Mechanical except (jt=length) B=0-3-8, C=0-1-8, D=0-1-8. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. (lb) - Max Horz B=198(LC 8) Max Uplift All uplift 100 Ib or less at joints) E, D except C=-108(LC 8) oQ�OfESS10/yq! y F.yc Max Grav All reactions 250 Ib or less at joint(s) E, B, F, C, D J C 76428 z FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. o * ' XP. ty3112018 ti NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C, D. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) E, D except Qt=lb) C=108. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C, D. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. oQ�OfESS10/yq! y F.yc mak, P�ZON10 J C 76428 z o * ' XP. ty3112018 ti OFCA� June 16,2017 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7472 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �n a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPl1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Type Oty Ply Thomas ]Truss SPACING- 2-0-0 CSI. DEFL. in ' 850868273 0617105 J37 Jack -Open 1 1 Vert(LL) -0.01 D -G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 Job Reference (optional) systems HUS LUmDer GO, Anderson, GA 100 1-0-0 A 3x4 = - t . ts.i iu s Apr 1s zul f MI I ex Inausmes, Inc. t -n jun 16 is:ia:s/ zul / rage i I D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-5K4wZvKhtcyx6ndbaztyOgSkiXWiml?mWm01 ARz5i?m 4-0-0 4-0.0 Scale: 1'=1• C a REACTIONS. (Ib/size) C=58/0-1-8, B=164/0-3-8, D=32/Mechanical Max Horz B=69(LC 8) Max Uplift C=-20(LC 8), B=-19(LC 8) Max Grav C=62(LC 15), B=164(LC 1), D=62(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) r 1) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OQa-ofESSIONq! , =acv P�(ONIO y F2c C 76428 Pz2� Eo *dry XP. 12!3112 AV 9TFOF AUF���\P June 16,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �e a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 400 4-0-0 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) -0.01 D -G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(CT) -0.02 D -G >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) 0.00 C n/a n/a BCDL 10.0 Code IBC2015ITP12014 Matrix -MP Weight: 11 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins. BOT CHORD 2X4 OF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation gu REACTIONS. (Ib/size) C=58/0-1-8, B=164/0-3-8, D=32/Mechanical Max Horz B=69(LC 8) Max Uplift C=-20(LC 8), B=-19(LC 8) Max Grav C=62(LC 15), B=164(LC 1), D=62(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) r 1) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OQa-ofESSIONq! , =acv P�(ONIO y F2c C 76428 Pz2� Eo *dry XP. 12!3112 AV 9TFOF AUF���\P June 16,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �e a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 B Job Truss Truss Type Qty PlyThomas Plate Grip DOL 1.15 TC 0.19 TCDL 10.0 Lumber DOL 1.15 R50868274 0617105 L1 Rafter 6 1 Code IBC2015/TPI2014 Matrix -MP _ Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing Job Reference (optional) Systems PIUS Lumber Go, Anaerson, GA B.110 s Apr 13 2017 Mi 1 ek Industries, Inc. Fn Jun 16 13:14:36 2017 Page 1 I D:weCz4kg GPnZk5LHBPf6Od iz6 Kf h -Z WeI nF LJev4okxBoBgOBx2?uYxt?VI Fwl QBbjtz5i?I 3-10-3 3-10-3 A Scale = 1:14.1 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.19 TCDL 10.0 Lumber DOL 1.15 BC 0.00 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP LUMBER - Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing TOP CHORD 2X4 DF No. 1&Btr G DEFL. in floc) I/deft L/d PLATES GRIP Vert(LL) 0.00 B -C >999 240 Vert(CT) 0.01 B -C >999 180 Horz(CT) 0.00 C n/a n/a Weight: 7 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer installation gde REACTIONS. (Ib/size) B=248/0-3-1, C=16/0-1-9 Max Horz B=-75(LC 9) Max Uplift P=-01 11 4), C=11 11 5) Max Grav B=248(LC 1), C=21 (LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces, 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, C. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B, C. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OQ�OFESSIO/V4 c� �ZONIO y e P C 76428-z2; � o * EXP. 12/31/2018 CIV11 T9TFOF CAl 0� June 16,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7077 rev. 10/03/2015 BEFORE USE, Designvalid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not �- a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary antl permanent bracing MiTek- is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, OSS -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 citrus Heights, CA 95610 Job Truss Truss Type Qty LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in [lyThomas R50868275 0617105 L2 Rafter 1 1 , TCDL 10.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.00 A -B >999 180 Job Reference o conal systems Plus Lumber co, • d Anderson, cA 8.110 s Apr 13 2U1 7 MI l etc Industnes, Inc. I -n .tun to 13:14:38 2017 Pagel I D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-ZWeinFLJev4okxBoBgOBx27vOxt7VIFwIO8bjtz5i71 4-1-3 1 4-11.11 4-1-3 0-10-8 A " - Scale= 1:15.0 i 2-2-14-11-11 ' 2-0-7 2-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.00 A -B >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.00 A -B >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00_ C n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Weight: 8 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing " be installed during truss erection, in accordance with Stabilizer Installation e REACTIONS. (Ib/size) A=59/Mechanical, B=95/0-1-8, C=160/0-1-8 Max Horz A=-94(LC 9) Max Uplift B=-58(LC 9), C=81 (LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate ' grip DOL=1.33 2) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. e 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) B, C. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, C. 7) Beveled plate or shim required to provide full bearing surface with truss chord at Joint(s) B, C. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�OFESSIOIV ONIO F7, C 76428'Pz2� � o y * ;;/31/2018 * . CIVIL ���P OF CAl June 16,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. R Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not ® e a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall r ■■ building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPI1 Quality Criteria, DSB-89 and BCS] Building Component 7777 Greenback Lane , Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 Job Truss Truss type • 0617105 L3 Rafter Systems Plus Lumber Co, Anderson, CA A d I9 H INN mas 1 IJIIIO - R50868276 ob Reference (optional) 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:39 2017 Page 1 I D:weCz4kg GPnZk5 LH 8Pf6Od iz6KTh-1 j B h_b M xP DCf M5m_i OvOTFY5Y L D EECV3z4t8 FKz5 i?k 54-10i5-10-3 5-4-10 0-5-9 Scale = 1:17.8 1-11-12 3-11-12 5-10-3 1.11-12 2-0-0 1-10.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) -0.00 B -C >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.00 B -C >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 D n/a n/a BCDL 10.0 Code IBC2015rrP12014 Matrix -MP - Weight: 9 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.18Btr G TOP CHORD Structural woad sheathing directly applied or 5-10-3 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide, REACTIONS. All bearings 0-3-1 except Qt=length) A=Mechanical, D=0.1-6. (lb) - Max Horz A=A 12(LC 9) Max Uplift All uplift 100 Ib or less at joint(s) B, C. D Max Grav All reactions 250 Ib or less at joint(s) A, B, C, D FORCES. -.-(Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES. (8) w 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) D. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, C, D. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B, C. D. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. QlikpFESS10&4, P�ZON10 Fti -2 yF-p c2 C 76428 z r p wry EXP. 1 31/2018 CIVIL OFCA June 16,2017 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 101031201S BEFORE USE. �° Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, not e truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSIRPII quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 ♦ • • � � • .' ,. a 't If } • � ' � � ^ I � � ' ._ _ � � Y � ^ '' .' .ley •. ^ �y` • •i •- a •u %' ,i. • ,t'• �•r • . "k •, ^ -- r • + • ;, . ` « s•" - � - - s � � ' i e ryr. { f • J 1 F.� � � • ` � � � � .� 1 .. � .. � � - - � � - -w �. � - , i � cr �. �• _ ,ter i ..., _ +� �. � � 1'� 1' . � - - � - . - � _ I � � . � - r'i. . �� ,� � !. - .� � s .. � r . - � i - � � � _ , .. t ` . � r a - • �t f Job Truss Truss Type QtyPly (loc) I/deft Ud Thomas ; TCLL 20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.00 D >999 240 R50868277 0617105 PO1 Blocking Supported 5 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSO -89 and SCSI Building Component SCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) -0.00 , C n/a n/a Job Reference (optional) Sysiems flus Lumber Lo. Anderson, LA 8.7 70 s Apr 13 2U1 / MI I ek Industries, Inc. hn Jun 16 13:14:39 2017 Pagel ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-1jBh bMxPDCfM5m_iOvQTFY3CLD7ECo3z4t8FKz5i9k' 1-10-8 1108 A 3x4 = B - Scale = 1:20.3 I I 3x4 II 3x4 = - 1-10-8 1-10-B A LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) -0.00 D >999 240 MT20 220/195 TCDL , 10.0 Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 D >999 180 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSO -89 and SCSI Building Component SCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) -0.00 , C n/a n/a BCDL 10.0 Code IBC2015ITPI2014 Matrix -MP Weight: 17 Ib FT = 20% LUMBER- . BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD 2-0-0 oc purlins: A -B, except end verticals. BOT CHORD 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation e REACTIONS. (Ib/size) D=63/0-3-8, C=63/0-3-8 Max Horz D=109(LC 7) Max Uplift D=-118(LC 4), C=-118(LC 5) Max Grav D=120(LC 16), C=120(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 ((b) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcument with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) D=l 18.0=118. 7) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. QROFESS/ONq� �O 0ONIO 2 6 C 76428 z o * i XP.1131/2018 2taA !� June 16,2017 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEM11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, note ' a truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing _ Mire k' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSO -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 - Citrus Heights, CA 95610 Job Truss Truss Type City Pty Thomas 1-11-11 1.11-11 2- o-6-5 Plate Offsets (X,Y)fB:0-0-4,Edge) R50868278 0617105 SC 1 Jack -Open 8 1 LOADING (psf) SPACING- 2-0-0 CSI. Job Reference (optional) JySlemS VIUS Lumber t;o, Anderson, (;A 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:40 2017 Page 1 I D:weCz4kg GPnZk5 LH 8 Pf6Odiz6KTh-Vvl3CxNZAXK WzELAG5 RfOT4D FkZxyfkDCkd hn mz5i?j -2-0-0 1-11-11 2- 0 2-0-0 1-11-11 0- -5 A Id Scale: 1•'=1' LUMBER - TOP CHORD 2X4 DF N0.1&Btr G BOT CHORD 2X4 DF No.1 &Btr G REACTIONS. (Ib/size) B=260/0-5-8, D=3/Mechanical, C=21/Mechanical Max Horz B=69(LC 8) Max Uplift B=-71 (LC 8), D=3(LC 1), C=l1(LC 8) Max Grav B=260(LC 1), D=25(LC 3), C=21(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (7) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph;.TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, D. C. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�OgESSI01V' 0P�'� 0 N 10 U y�� yc2 6 C 76428 z X y p * XP. 31/201A ,t CIV) ��P OFCAL � June 16,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �^ a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI7 Quality Criteria, DSB-89 and BCS] Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Chrus Hei hts CA 95610 1-11-11 1.11-11 2- o-6-5 Plate Offsets (X,Y)fB:0-0-4,Edge) LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) 0.00 G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT) 0.00 G >999 180 BCLL 0.0 Rep Stress Incr ' YES WB 0.00 Horz(CT) -0.00 B n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 9 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF N0.1&Btr G BOT CHORD 2X4 DF No.1 &Btr G REACTIONS. (Ib/size) B=260/0-5-8, D=3/Mechanical, C=21/Mechanical Max Horz B=69(LC 8) Max Uplift B=-71 (LC 8), D=3(LC 1), C=l1(LC 8) Max Grav B=260(LC 1), D=25(LC 3), C=21(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (7) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph;.TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, D. C. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�OgESSI01V' 0P�'� 0 N 10 U y�� yc2 6 C 76428 z X y p * XP. 31/201A ,t CIV) ��P OFCAL � June 16,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �^ a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI7 Quality Criteria, DSB-89 and BCS] Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Chrus Hei hts CA 95610 Job Truss Truss Type Ory PlyThomas � N - Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.00 , G >999 240 850868279 0617105 SC2 Jack -Open 8 1 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 C n/a n/a Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:40 2017 Page 1 4 I D:weCz4kg GPnZk5LH8Pf6Odiz6KTh-Vv13CxNZAXKWzELAG5RfOT4DFkZyyfkDCkdhnmz5i7j -2-0-0 2-0-0 3-11-11 2.0-0 2-0-0 Scale = 1'17.2 A l� SPACING- 2-0-0 CSI. � (loc) I/deft Ud � N LOADING (psf) .� SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.00 , G >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.03. Vert(CT) -0.00 G >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 C n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 12 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.t &Btr G TOP CHORD Structural wood sheathing directly applied or 2-0.0 oc purlins. BOT CHORD 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation REACTIONS. (Ib/size) C=81/Mechanical, B=282/0-5-8, D=32/Mechanical Max Horz B=105(LC 8) Max Uplift C=46(LC 8), B=65(LC 8), D=-4(LC 8) Max Grav C=81(LC 1), B=282(LC 1), D=40(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1,33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, B. D. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q,?,OFESSIO/Vq� �O i0N10 F2 C76428�z�� v * EXP. 1 3112018 CIVIL 60F CAI June 16,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. _ Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall • -building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' Is akvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1l Quality Criteria, DSB-89 and BCS] Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 - Citrus Heights. CA 95610 Job Truss Truss Type Qty Ply Thomas PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.04 850868280 0617105 SC4 JACK -OPEN 2 1 BC 0.02 Vert(CT) -0.00 G >999 180 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. BCLL 0.0 Rep Stress Incr Job Reference (optional) ,ystems NIUS Lumber (:o, Anderson, UA A d.11U s Apr 13 zui t MI1 ex Inausmes, Inc. Fn Jun 16 13:14:41 Zu1 I rage, / ID:weCz4kgGPnZk5LHBPf6Odiz6KTh-z5JRPHNBxgSNbOwNppyuZgdQl8vQh6 MROMFKCz5i?i -i-0-0 1-11-11 2- 0 1-0-0 1-11-11 0- -5 3x4 = Scale: 1"=1' Id LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) -0.00 G >999 240 MT20 220/195 ` TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(CT) -0.00 G >999 180 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 C n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Weight: 8 Ib FT = 20% LUMBER- BRACING. TOP CHORD 2X4 DF No. t&Sir G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc purlins. BOT CHORD 2X4 OF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation e REACTIONS. (Ib/size) B=154/0-5-8, D=20/Mechanical, C=43/Mechanical Max Harz B=70(LC 8) Max Uplift B=-24(LC 8), C=27(1_C 8) Max Grav B=154(LC 1), D=34(LC 3), C=47(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, C. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�OFESSIpNq� r�0 �ZONIO 6 Fti P r° C 76428 �z 2;)D � v any EXP. 12131/2018 ti * '0 i./ OF June 16,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with Mnak® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �e a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek' . is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPl1 Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 Job Truss Type Ory Ply Thomas - ]Truss R50868281 0617105 Vol Valley 1 1 fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSIr PI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Job Reference (optional) Systems VIUS Lumber cq, Anderson, GA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fn Jun 16 13:14:41 2017 Page 1 I D:weCz4kg G PnZk5 L H 8Pf6Odiz6KTh-z5J RP H N BxgS Nb OwN ppyu Zgd Py8u Mh4uM ROM FKCz5i?i ' 3-5-15 7-5-15 11-5-15 .12-5-15 15-1-7 ' - 3-5-15 4-0-0 - 4-0-0 1-0-0 2-7-8 • _ ]b 1 Scale = 1:39.7 1 3x4 i 2x4 II 2x4 11 2x4 II I H J G F 3-5-15 7-5-15 11-5-15 12-5-15 15-0-0 3-5-15 ` 4-0-0 4-0-0 1-0-0 2-6-1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.11 Vert(LL) -0.01 G -H >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(CT) -0.01 G -H >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.13 Horz(CT) -0.00 E n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -SH Weight: 52 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide REACTIONS. All bearings 12-5-15 except (jt=length) E=0-3-8. (lb) - Max Horz A=268(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) E, F. H, I except G=-103(LC 8) Max Grav All reactions 250 Ib or less at joint(s) A, E except G=376(LC 2), H=326(LC 2), 1=305(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=281/48 NOTES- (7) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cal. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) E, F. H, I except (jt=1b) G=103. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) E. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OQ�,'pFESS10&4 P�i0N10 C 76428 cc 0 * EXP. 1/31/2018 H June 16,2017 ®WARNING - Verifydesign parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSIr PI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 - Citrus Heights, CA 95610 Job , Truss Truss Type Qty in Thomas I/def! Ud PLATES - GRIP TCLL 20.0 [ly� 850868282 0617105 V02 Valley 1 1 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(CT) -0.03 Job Reference (optional) bystems VIUS Lumber Go, Anderson, GA t1.i lU s -Apr 13 2U1 / MI I ex maustnes, Inc. t -n Jun 1b 13:14:42 ZU17 Page 1 I D:weCz4kgGPnZk5LH8Pf60diz6KTh-SltpcdOpi8aEDYVZN Wf75uAYBYDgQYxWg26osfz5i?h 5-11-15 9-11-15 0-1 -15 13-1-12 10-7- 5-11-15 4-0.0 1-0.0 2-1-13 0-5-1 - 3x4 '5�' 2x4 11 2x4 II H I G F ` Scale = 1:35.9 Ius N (7 V1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def! Ud PLATES - GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.02 A -H >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.14 Vert(CT) -0.03 A -H >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) -0.00 D n/a n/a BCDL 10.0' Code IBC2015rrP12014 Matrix -SH Weight: 44 lb FT = 20% LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF Stud/Std G BRACING- TOPCHORD BOTCHORD REACTIONS. All bearings 10-11-15 except (jt=length) D=0-3-8. (lb) - Max Horz A=241 (LC 8) Max Uplift All uplift 100 Ib or less at joints) F, G, D except H=-129(LC 8) Max Grav All reactions 250 Ib or less at joint(s) A, F. D except G=270(LC 2), H=458(LC 1) . FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS B -H=-321/176 Structural wood sheathing directly applied or 6-0-0 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (7) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) F, G, D except Qt=1b) H=129. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) D. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q9'0FESSION4', U�QOo PN�ONIp yF�2cZ v C 76428 z W o XE 12/31/2018 ti s' CIVIL �FOF CAL' June 16,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/0711015 BEFORE USE. R Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ® e a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this desigi Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei Ms CA 95610 Job Truss Truss Type Ory Ply . Thomas LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD R50868283 0617105 V03 Valley 1 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Job Reference (optional) JYalema Yms Lumoer o, rvlaerson, VH 5.11U 5 May b 2U7 / MI I eK maustnes, Inc. hn Jun lb 12:49:14 ZUl / Page 1 I D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-SaKzfZJpx2?OpIOKlu2h7?4oYzl8OoKNxV4xxuz5gd3 7-11-15 8-11-15 - 11-0-11 1-7- 7-11-15 1-0-0 2.0-12 -6-1 . D `^ F E Id Scale = 1:34.2 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015/TPI2014 CSI. TC 0.48 BC 0.31 WB 0.13 Matrix -P DEFL. in Vert(LL) -0.07 Vert(CT) -0.20 Horz(CT) -0.00 (loc) I/defl Ud A -F >999 240 A -F >443 180 C n/a n/a PLATES GRIP MT20 220/195 Weight: 34 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1&Bit G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) A=237/8-11-15 (min. 0-1-8), E=110/8-11-15 (min. 0-1-8), F=671/8-11-15 (min. 0-1-8), C=29/0-1-8 (min. 0-1-8) Max Horz A=204(LC 8) Max Uplift E=-220(LC 3), F=129(LC 8), C=-19(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS B -F=451/261 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of truss to bearing plate at joint(s) C. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 220 Ib uplift at joint E, 129 Ib uplift at joint F and 19 Ib uplift at joint C. 7) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. 8) This truss is designed in accordance with the 2015 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard QR0FESS10/v U=Coto P�1� O N 10 cv C 76428 z 9lFOF AUFO��\P June 16,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �^ a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall a.� - building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 t Job Tru Truss Truss Type Qty Ply Thomas PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.25 850868284 0617105 MT20 220/195 Valley 1 1 BC 0.15 Vert(CT) -0.06 A -F >999 180 BCLL 0.0 Rep Stress Incr Job Reference o tional systems rtus Lumoer co, Anaerson, LA 8.110 s Apr 13 ZU11 Mi I eK Industries, Inc. Fn Jun 16 13:14:43 2017 Page 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-wURBgzPRTSi5gi4lxD Me5ijMyYp9?KfuirLO5z5i?g 5-11-15 6-11-15 9-1:12 - -17 5-11-15 1-0-0 2-1-13 -5-1 D Scale= 1:28.8 3x4 F E 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.02 A -F >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.15 Vert(CT) -0.06 A -F >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) -0.00 C n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -P Weight: 26 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation gu REACTIONS. (Ib/size) A=174/6-11-15, E=-51/6-11-15, F=467/6-11-15, C=78/0-3-8 Max Horz A=166(LC 8) Max Uplift E=-103(LC 3), F=1110(1_C 8), C=-40(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. j WEBS 8-F=331/192 - NOTES- (7) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a jive load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C except (jt=1b) E=103,F=110. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�pgESSIONq� =��o 0N10 ti F2G1 CJ C 76428 0 EXP. 12/31/201E H OF AL1F0��\P June 16,2017 ® WARNING - Varlly design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall Sol" d building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Thomas - PLATES GRIP A Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.00 A -F >999 240 R50868285 0617105 V05 Valley 1 1 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) -0.00 C - n/a n/a BCDL 110.0 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:43 2017 Page 1 I D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-wURBgzPRTSi5gi4lxD_Me5ileyaJ90hfuirLO5z5i?g 3-11-15 4-11-15 7-1-1 7-7- ' 3-11-15 1-0-0 2-1-13 -5-11 - Scale = 1:21.9 D I � I lit LOADING (psf) n CSI. dr PLATES GRIP A Plate Grip DOL 1.15 TC 0.10 ' 3x4 G 2x4 II - F E LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) ' I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.00 A -F >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.06 Vert(CT) -0.01 A -F >999- 180 BCLL 0.0 Rep Stress Incr YES WB 0.05 Horz(CT) -0.00 C - n/a n/a BCDL 110.0 Code IBC2015rrP12014 Matrix -P Weight: 19 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-15 oc purlins. BOT CHORD 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide REACTIONS. (Ib/size) A=107/4 -11 -15,E= -13/4 -11 -15,F=307/4 -ii -15,C=107/0-3-8 Max Horz A=129(LC 8) Max Uplift E=-25(LC 3), F=-92(LC 8), C=57(1_C 8) FORCES.. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) E, F. C. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) C. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ,OFESSIO& 44 Q tJi 0 N 10 P Lu= � C 76428 0 ay EXP. 12/3112018 ti * T9TF0F CN -W • June 16,2017 ® WARNING -Verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11-7473rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPH quality Criteria, OSS -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Thomas DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 ' 850868286 0617105 V06 Valley 1 1 BC 0.03 Vert(CT) -0.02 C n/r 120 BCLL 0.0 Rep Stress Incr YES Job Reference (optional) systems rlus Lumber Lo, Anaerson, LA ts.l lU s Apr 13 2Ul f MI I etc Inaustnes, Inc. Fn Jun lb -13:14:44 2017 Pagel 1 D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-Og?a 1104EIgySsfyVxVbAJFshMwuuTko7MbvwXz5i?f 2-11-15 , 5-7-7 2-11-15 2-7-8 C D 3x4 % 3x4 11 Scale = 1:17.1 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) 0.04 C n/r 120 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT) -0.02 C n/r 120 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 D n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -P Weight: 13 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. t&8tr G TOP CHORD Structural wood sheathing directly applied or 2-11-15 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) A=-14/2-11-15, D=359/2-11-15 Max Horz A=78(LC 5) Max Uplift A=-14(LC 1), D=137(LC 5) Max Grav A=101 (LC 5), D=359(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -D=-336/150 NOTES- (7) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A except (jt=1b) . D=137. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�pFESSIO&4/ C-1 1 �ONIO Fy tiF c� =Q� J C 76428 7 0 * �y EXP. 12/31/2 H *' P . 9TFOF Ali-* June 16,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MtTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, note a truss system. Before use, the building designer must verity the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPIt Duality Criteria, DSB-89 and BCS] Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Thomas PLATES GRIP TCLL ', 20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) n/a n/a 999 R50868287 0617105 V07 Valley 1 1 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 C n/a n/a BCDL 10.0 Job Reference (optional) Systems HUS Lumber l:o, - Anderson, UA 6.l lU $ Apr 13 2077 MI I ek Industnes, Inc. Fn Jun 16 13:14:44 2017 Pagel I D:weCz4kg G PnZk5LH 8 Pf6Odiz6KTh-Og7a 1 I04 E IgySsfyVxVbAJ Fvg MvOuTmo7 M bvwXz5i 7f 8-2-7 -..8-2-7 - Scale = 1:23.1 E D 2x4 II 3x4 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL ', 20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 C n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -P Weight: 25 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1 &Blf G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2X4 OF No. t&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 OF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation e REACTIONS. All bearings 8-2-7. - (lb) - Max Horz A=-142(LC 9) Max Uplift All uplift 100 Ib or less at joints) C except D=-108(LC 9) Max Grav All reactions 250 Ib or less at joints) A, C, E except D=381(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS B -D=-286/165 NOTES- (8) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) A considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C except Qt=lb) D=108. ^ 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�OFESSIOIV ONIO C 76428 0 EXP. /31/2018 OF June 16,2017 ® WARNING -Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NII -7473 rev. 1010972015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Ory Ply Thomas PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.12 R50868288 0617105 V08 Valley 1 1' " Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES Job Reference(optional) aysteme rtes Lumoer UO, Anaerson, %,A ' 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:45 2017 Page 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-ssZyFeQi 3yp4OE82eOdWn5glFWdw6yMOKSTzz5i?e 7-4.15 7-4-15 C Scale = 1:22.3 • 1 E D 3x4 i 2x4 II - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deo Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.12 Vert(LL) n/a ri 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) -0.00 C n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -P Weight: 22 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS, 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation 'de REACTIONS." All bearings 7-4-15. (lb) - Max Harz A=127(LC 8) Max Uplift All uplift 100 Ib or less at joints) C, E r Max Grav All reactions 250 Ib or less at joint(s) A, C, D except E=341(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS B -E=256/148 NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) C considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, E. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. oQ�pFESSIO/v _�� 0 N 10 C 76428 7F o E R1 31/2018/* OF CA\_N June 16,2017 ®WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the ' fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPII Quality CrIterfa, OSB -a9 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hel Ms CA 95610 Job Truss Truss Type Qty Ply Thomas Plate Grip DOL 1.15 TC 0.06 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 850868289 0617105 V09 Valley 1 1 WB 0.04 Horz(CT) -0.00 C n/a n/a BCDL 10.0 Code IBC2015rTP12014 Matrix -P Job Reference (optional) Systems PWS Lumber GO, Anderson, GA 6.11u s Apr 13 2u1 t MI I ex maustnes, Inc. Fn Jun 15 13:14:45 2017 Pagel ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-ssZyFeQi 3yp4OE82eOgWn6klG4dwMyMOKSTzz5i?e 5A-15 5-4-15 Scale = 1:16.9 C E D 3x4 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.04 Horz(CT) -0.00 C n/a n/a BCDL 10.0 Code IBC2015rTP12014 Matrix -P Weight: 16 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btf G TOP CHORD BOT CHORD 2X4 DF No.1 &Btr G BOT CHORD OTHERS 2X4 DF Stud/Std G REACTIONS. All bearings 5-4-15. (lb) - Max Harz A=90(LC 8) Max Uplift All uplift 100 Ib or less at joints) C, E Max Grav All reactions 250 Ib or less at joint(s) A, C, D, E FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 5-4-15 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) C considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) C, E. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. oQ�pFESS10/lrq� P�(ONIO <u � C 76428 � o * EXP. 1 31/2018 gal VIS June 16,2017 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. . Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �e a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall `_ building design. Bracing Indicated is to prevent buckling of Individual W ss web and/or chord members only. Additional temporary and permanent bracing MiTek Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TPI1l quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty PlyTThomas CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 R50868290 0617105 V10 Valley 1 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.05 Vert(CT) n/a n/a 999 Reference (optional) Jyslems MUS LUmoer 1.0, Anaerson, tiA 6.11U s Apr 13 zul I MI 1 ax InclusmeS, Inc. t•n Jun lb 1'3:14:46 2011 Page 1 I D:weCz4 kg G PnZk5LH BPf6Od iz6 KTh-K36KS_R KIN4g h9pKcMX4GkKG 59c2 M N D5ag40?Qz5i?d 3-4-15 3-4-15 - Scale = 1:11.3 B 3x4 i • I C LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.05 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB, 0.00 Horz(CT) -0.00 B n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -P Weight: 9 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 3-4-15 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation e REACTIONS. (Ib/size) A=112/3 -4 -15,B=84/3 -4-15.C=28/3-4-15 Max Horz A=52(LC 8) Max Uplift A=-6(LC 8), B=-48(LC 8) Max Grav A=112(LC 1), B=84(LC 1), C=56(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Gable requires continuous bottom chord bearing. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) B considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, B. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q OFESSIO/V �O ONIO hr FZ �•Z`� �P ��2 c2� C 76428 z 70 o * any EXP. 1 31/2018 CIVIL T9TFOF CAL June 16,2017 ® WARNING - verify design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE. Rs Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �1YOE�, a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall D building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPI1 quality Criteria, DSB-99 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 219 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hel Ma CA 95610 Job Truss Truss Type CSI. DEFL. Thomas I/defl L/d ]Qty Plate Grip DOL [ly� 850868291 0617105 V11 Valley i 1 Lumber DOL 1.15 BC 0.17 Vert(CT) n/a n/a Job Reference (optional) Systems HIUS Lumber uo, Anderson. UA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:46 2017 Page 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-K36KS RKIN4gh9pKcMX4GkKE29aHMM95ag40?Qz5i?d i 5-8-10 11-5-5 5-8-10 - 5-8-10 4x6 - r Scale = 1:24.5 B . 3x4 D 2x4 11 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d . TCLL 20.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 C n/a n/a BCDL 10.0 Code IBC2015rTP12014 Matrix -SH LUMBER- BRACING - PLATES GRIP MT20 220/195 Weight: 37 Ib FT = 20% TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. OTHERS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation REACTIONS. (Ib/size) A=206/11-5-5, C=206/11-5-5, D=426/11-5-5 , Max Horz A=-83(LC 4) Max Uplift A=-32(LC 8), C=43(1_C 9), D=-14(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle :3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, C, D. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q OESSIONq( 0 N 10 C 7642870 z � o * any EXP. 12/31/2018 OF June 16,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 1019312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and Is for an Individual building component, not �^ a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Thomas Plate Grip DOL 1.15 TC 0.16 TCDL 10.0 850868292, 0617105 V12 Valley 1 1 YES WB 0.04 BCDL 10.0 Code IBC2015frP12014 Matrix -P Job Reference (optional) z,ystems rlUS LUmDer Lo, Anaerson, GA ts.l 1U s Apr 1J zul / MI I eK Industries, Inc. t -n Jun lb 1s:14:4r 2U1 I Nage 1 I D:weCz4kgGPnZk5LH8Pf6Odiz6KTh-oFgig KSyWgCXJJN WA33JoxtQdZxm5gtFpKpZXsz5i?c r 4-2-10 8-5-5 4-2-10 4-2-10 l Scale = 1:19.2 4x6 = B D 3x4 i 2x4 II 3x4 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.16 TCDL 10.0 Lumber DOL 1.15 BC 0.09 BCLL 0.0 Rep Stress Incr YES WB 0.04 BCDL 10.0 Code IBC2015frP12014 Matrix -P LUMBER - TOP CHORD 2X4 DF No,1&Btr G BOT CHORD 2X4 DF No.1 &Btr G OTHERS 2X4 DF Stud/Std G DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 220/195 Vert(CT) n/a n/a 999 Horz(CT) 0.00 C n/a n/a Weight: 27 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation e REACTIONS. (Ib/size) A=165/8 -5 -5,C=165/8 -5-5,D=269/8-5-5 Max Horz A=-60(LC 4) Max Uplift A=-34(LC 8), C=-42(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, C. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q9,OFESS 10& P�(ONIO v C 76428 z Of o * EXP. 1 3112018 OF June 16,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 10101120/5 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI7TPI1 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 -. Citrus Hel Ms CA 95610 Job Truss Truss Type Qty Ply Thomas R50868293 0617105 V13 Valley 1 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:47 2017 Page 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-oFgigKSyWgCXJJN WA33JoxtSLZyd5g9FpKpZXsz5i?c 2-8-10 5-5-5 2-8-10 2-8-10 i 4x6 - Scale = 1:14.0 B D 3x4 i 2x4 II 3x4 �� 5-5-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.05 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 C n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -P Weight: 16 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.I &Btr G TOP CHORD Structural wood sheathing directly applied or 5-5-5 oc puffins. BOT CHORD 2X4 DF No.I &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation gu REACTIONS. (Ib/size) A=99/5-5-5, C=99/5-5-5, D=161/55-5 Max Horz A=36(LC 5) Max Uplift A=-20(LC 8), C=25(LC 9) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate -grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, C. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 9f ESSIO/V, • OoO0 P�(ONIO y�'P.yc2 C 76428 z 0 EXP. 12/3112018 June 16,2017 ® WARNING - Verffy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Nil -7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not �s a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM111 Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 Job TrussTruss Type Qty Ply Thomas I/def! Ud TCLL 20.0 Plate Grip DOL 1.15 R50868294 0617105 V14 Valley 1 1 Lumber DOL 1.15 BC 0.01 Vert(CT) n/a n/a Job Reference o Gonal Jyslems MUS LUmDer Go, Anderson, L.A 1-2-10 B 8.11V S Apr 13 2011 MI Iek Industries, Inc. Fn Jun 16 13:14:48 2017 Page 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-GRE4tgTaH KNxTyjknaYL9Pdrz17gHjO2_Z63lz5i?b 2-5-5 1-2-10 3x6 = 3x4 i 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/def! Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.01 Vert(LL) n/a n/a 999 TCDL 10.0 Lumber DOL 1.15 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 C n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -P LUMBER - TOP CHORD 2X4 DF N0.1 &Btr G BOT CHORD 2X4 DF No.1 &Btr G REACTIONS. (Ib/size) A=59/2 -5-5,C=59/2-5-5 Max Hoa A=-12(LC 4) Max Uplift A=-6(LC 8), C=-6(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale = 1:6.8 PLATES GRIP MT20 220/195 Weight: 6 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-5-5 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0.0 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, C. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�pFESSIp/yq� 0 N I O P F,P c2 <u � r° C 76428 z � o * '# * A0 112018 � OF June 16,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. ^ - Design valid for use only with MiTek® connectors. This design Is based only upon parameters shown, and is for an Individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mire k' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss . Truss Type Qty PlyThomas ' R50868295 0617105 W01 Rafter 7 1 Job Reference (optional) Systems Plus Lumber (;o, Anderson, (;A 8.110 s Apr 13 2017 MiTek Industries, Inc. Fn Jun 16 13:14:48 2017 Page ID:weCz4kgGPnZk5LHBPf6Odiz6KTh-GRE4tgTaH_KNxTyjknaYL9PdSzlLgHj02 Z63lz5i?b 2-0-7 2.0-7 ` Scale = 1.9.6 B 6.00 12 N A uj d THIS TRUSS IS DESIGNED TO SUPPORT ONLY 2'-0" OF UNIFORM LOAD AS SHOWN. z 2.0.7 , 207 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud , PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL) -0.00 A >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.00 A -B >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 B n/a n/a BCDL 10.0 Code IBC2015frP12014 Matrix -MP Weight: 3 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.I &Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation quide. REACTIONS. (Ib/size) A=52/0-3-8, B=52/0-3-8 Max Horz A=33(LC 8) Max Uplift A=-14(LC 8), B=-30(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, B. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) A, B. 6) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q .oFESSIO&4, P�iON10 F2 rr,= 5 tiF�2 c2� C 76428 z 0 �y EXP. 12/31/2018 ti T�TFOF CAUF June 16,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/0312015 BEFORE USE. Design valid for use only with Wek® connectors. This design Is based only upon parameters shown, and Is for an individual building component, note a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall building design. Bracing Indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' ' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB.89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 - Citrus Heights. CA 95610 f Job Truss Truss Type Qty Ply Thomas R50868296 0617105 W02 Rafter 7 1 Job Reference (optional) ayslems t•tus Lumoer Lo, Anaerson, um b.l lu s Apr 13 zul r MI I eK Inaustnes, Inc. M Jun lb 13:14:49 2017 Pagel ID:weCz4kgGPnZk5LHBPf6Odiz6KTh-keoS50UC21TEYdXvHU5ntMyoCNdaZkzXHeJgdz5i7a 2-0-7 2.0-7 Scale = 1:9.6 B 2-0-7 JPPORT ONLY 2'-0" LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.03 Vert(LL) -0.00 A >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.00 A -B >999 180 BCLL 0.0, ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 B n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 3 l FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer nyide. REACTIONS. (Ib/size) - A=5210-3-8, B=52/0-3-8 Max Horz A=33(LC 8) Max Uplift A=-14(LC 8), B=-30(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, B. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) A, B. 6) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. QRpFESSIO/V C_ PSS0N10 yFF2G� r J C 76428Pz2� o * �E�P. 17/3112018 r OF CA\_*! ' June 16,2017 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �' a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall building design. Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPII Quality Criteria, OSS -89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sube 312, Alexandria, VA 22314. Suite 109 Citrus Hei Ms CA 95610 Job Truss Truss Type Thomas ]Qty [ly� ' R50868297 0617105 W03 Rafter 2 1 Job Reference (optional) systems rens LUmDer U0, Anaerson, t A t1.11u 5 Apr 13 2Ul I Mi I ek Inaustnes, Inc. Fn Jun 16 13:14:49 2017 Page 1 I D:weCz4kg G PnZk5 LH 8Pf6Odiz6KTh-keo S50UC 21TEYdXvH U5nlMyoXNdaZkzXHeJg dz5 i7a 1-0-7 1-0-7 " . Scale: 1.5"=1' B 11-0-7 N ri d i IS DESIGNED TO SUPPORT ONLY 2'-0" M LOAD AS SHOWN. LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl - Ud PLATES - GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.01 Vert(LL) -0.00 A >999 240 TCDL , 10.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.00 A >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 B n/a n/a BCDL 10.0 Code IBC2015rrP12014 Matrix -MP Weight: 2 l FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 1-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation 'de REACTIONS. (Ib/size] A=29/0-3-8, B=29/0-3-8 Max Horz A=24(LC 8) Max Uplift A=-4(LC 8), B=-20(LC 8) Max Grav A=29(LC 1), 8=32(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) + This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. + 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) A, B. , 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) A, B. 6) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. , Q�.IcIFESS/Q/v ��O PNS ON IO yF FZc/ r° C 76428Zi o * EXP. 1 31/2018 civil - r T9TFOFCAL June 16,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7472 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not + _ a truss system. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design into the overall ■■ building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Carus Heights, CA 95610 Job Truss Truss Type Qty Ply Thomas PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.01 R50868298 0617105 W04 Rafter 2 1 BC 0.00 Vert(CT) -0.00 A >999 180 BCLL 0.0 Rep Stress Ina Job Reference (optional)_ _ Systems Plus Lumber Co, Anderson, CA 8.110 s Apr 13 2017 MiTek Industries, Inc. Fri Jun 16 13:14:50 2017 Page 1 ID:weCz4kgGPnZk5LH8Pf6Odiz6KTh-DgMrl MUgpbb5An65rCcOQaVzKmzplBDhVI2D8Bz5i?Z 1-0-3 1- 7 ' Scale: 1.5"=1' C 8.00 12 B - d A - M us THIS TRUSS IS DESIGNED TO SUPPORT ONLY 2'-0" OF UNIFORM LOAD AS SHOWN. 1-0-7 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in floc) I/def! Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.01 Vert(LL) -0.00 A >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.00 Vert(CT) -0.00 A >999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 Horz(CT) -0.00 B n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 2 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 1-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation gue REACTIONS. (Ib/size) A=25/0-3-8, B=29/0-3-8 Max Horz A=24(LC 8) Max Uplift A=-1(LC 8), 8=-24(LC 8) Max Grav A=25(LC 1), 8=32(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (6) - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, B. 5) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) A, B. 6) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OQ�OFESSIO/V4 ONIO J C 76428 z * EXP. 1 31/2018 H IVI OFCA ' June 16,2017 ®WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and Is for an Individual building component, note e truss system. Before use, the building designer must verity the applicability of design parameters and properly Incorporate this design into the overall Nil building design. Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek- Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 ` Citrus Heights, CA 95610 Symbols Numbering System •® General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Centerlate on joint unless x, y /4 offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths (Draw, Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or x -bracing, is always required. See SCSI. , 0;�� c1-2 c2-3 2. Truss bracing must be designed by an engineer. For lateral braces themselves 16 T I 4' O WEBS q� � � w p 4 03. wide truss spacing, individual may require bracing, or alternative Tor I bracing should be considered. Never exceed the design loading shown and never Q_ U stack materials on inadequately braced trusses. p 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate C7-8c6a cs 6 f— designer, erection supervisor, property owner and plates 0- 'lid' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSIrrPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content lumber shall not exceed 19% at time of fabrication.. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. • ICC -ES Reports: The first dimension is the plate 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 ESR -1311, ESR -1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER -3907, ESR -2362, ESR -1397, ESR -3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements., LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or • by text in the bracing section of the Trusses are designed for wind loads in the plane of the t truss unless otherwise shown. specified. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1' section 6.3 These truss designs rely on lumber values 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings Occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. _ _ ® 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. ® isnot sufficient. BCSI: Building Component Safety Information, MiTek 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSIfTPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII77473 rev. 10/03/2015 r