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Home My WebLink About007-550-042g 17-'321. FILE/PC] -0(17-55--0 42 's SE PTENI13.ER ?(,, 1017.._ - .F & ..E_TAL.BUILDING. ^ REGULAR A -FRAME PERMIT# 2_1 I i BBUTTEREVIEWED FOR sERvl 50' -0 WIPE CODE COMPLIANCE RFORT STYLE BUILDING&TE-�Y- DESIGN NOTES' DESIGN CRITERIA DRAWING INDEX 1. ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE PREVAILING CODE: CBC 2016 (IBC 2015) COVER 5HEET -- WITH IBC 2015, OSHA, RISC 360, ASCE 7-10, AWSD 1.1 CODES USE GROUP: U (CARPORTS, BARNS), SCHEDULES & MEMBER - AND ALL APPLICABLE LOCAL REQUIREMENTS. 1. DEAD LOAD (D) D = 4 PSF SECTIONS --- 2. BASE CONNECTIONS SHALL DE PROVIDED AS SHOWN ON 2. ROOF LIVE/5NOW LOAD (Lr) FRAME SECTIONS & DETAILS --- - ❑'FULL LENGTH: Lr = 20 - 61 PSF 1 FOUNDATION DETAILS SHEET. TYPE: [3 OPEN HEIGHT: (AS PER SNOW LOAD SPACING SCHEDULES - 3. ALL MATERIALS IDENTIFIED DY MANUFACTURER NAME SEE TABLE 4) & ENCLOSURE NOTES -- 3. SNOW LOAD (S) MAY. DE SUBSTITUTED WITH MATERIAL EQUAL OR GROUND SNOW LOAD Pg = 20 - 90 PSF PURLIN & GIRT SCHEDULES - EXCEEDING ORIGINAL. IMPORTANCE FACTOR 15 = O.8 SHEATHING OPTIONS -- - THERMAL FACTOR Ct =1.2 4. ALL SHOP CONNECTIONS SHALL BE WELDED EXPOSURE FACTOR Ce =1.0 SIDE WALL FRAMING CONNECTIONS. ROOF SLOPE FACTOR C5 = 1.0 & OPENINGS --- 4. WIND LOAD (W) 5. ALL FIELD CONNECTIONS SHALL BE #12 (1/4"X1") 505 DA51C WIND SPEED VULr =105 180 MPH END WALL FRAMING (ESR -2196 OR EQ). EXPOSURE C & OPENINGS --- 5. SEISMIC LOAD (E) 6. STEEL SHEATHING SHALL DE 29GA. CORRUGATED GALV. DESIGN CATEGORY D CORNER BRACING DETAILS - - OR PAINTED STEEL - MAIN RIB HT. 3/4" (FY=80K51) OR EQ. IMPORTANCE FACTOR le =1.00 OPTIONAL LEAN-TO ADDITION -- - 7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS LOAD COMBINATIONS: FOUNDATION OPTIONS -- SHALL B 1., . D + (Lr OR 5)E GRADE 50 STEEL. 2, , D + (0.6W OR ±0.7E) 8. STRUCTURAL TUBE T52 1/2"X2 1/2" -14GA. 15 EQUIVALENT 3. D + 0.75 (0.6W OR t0.7E) + 0.75 (Lr OR 5) TO T52 1/4"X2 1/4" - 12GA AND EITHER ONE MAY BE USED IN 4.' 0.60 + (0.6W OR ±0.7E) ; LIEU, OF THE OTHER. -CUSTOMER INFORMATION DESIGN LOADS OWNER: JAwN GRouNDsNoW ADDRESS: 1 � � -ut\ N� `p �}}1J� CA �yy ROOF LIVE LOAD: J� � ' ' �V J I S 73 BASIC WIND SPEED: ' 0�- BUILDING INFORMATION 3 O ❑ A -FRAME WIDTH: FRAME TYPE: (REGULAR 2 J ❑'FULL LENGTH: ENCLOSURE M'PARTIAL P 1 TYPE: [3 OPEN HEIGHT: MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: " A&A ENGINEERING CIVII, • STRUCTURAL �c.� 1l Renaus�nee Place, Suite B • Toledo, OH 43623 �-1'e7. M119-292.1983 • Paz. 419-292-0955 �nnv.aa<nginecrs.com DRAWING INFORMATION PROJECT: 30'-O" WIDE DUILDINGS t. LOCATION: STATE OF CALIFORNIA PROJECT NO.: 233-16-1206 _2 SHEET TITLE: 3 COVER SHEET 4 5 6 7-A,' 7-D 9 10 11-A TO 11-0 CERTIFICATION VALIDITY NOTICE- DATE OTICE- . DATE OF ISSUE: NOV 17 2016 CERTIFICATION ON THESE DRAWINGS IS VALID FOR ONE YEAR FROM DATE OF ISSUE SHEETNO.: DRAWN BY: LAK DATE: 12/1/16 CHECKED BY: OAA DATE: 12/1/16 LEGAL INFORMATION - ANY DUPUCATION OF THIS DRAWING IN WHOLE OR PART 15 STRICTLY FORBIDDEN. ANYONE DOING 50 WILL BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. - DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE. SEAL: A COQ FESS/pN�! CIVIL t�`2 UJ OMAR A. m M ABU-YASEIN ;0 L.�JJiSy T CF CAL\FG/ DATE EXPIRES: 12/31/2018 DATE SIGNED: NOV 172016 lr% Gov__i TABLE 2.1: MEMBER PROPERTIE5 • 1 LAE3EL COLUMN POST PROPERTY DETAIL 2.5'X 25'X 14GA TUBE W/ 2.25" X 2.25" X 12GA TUBE INSERT NO.' 11 2 ROOF BEAM 2.5" X 25'X 14GA TUBE 1 3 BASE RAIL 25'X 2.5" X 14GA TUBE 1 4 PEAK BRACE 2.5" X 2.5" X 14GA TUBE 4 5 KNEE BRACES 2.9'X 1.5" 14GA CHANNEL 4 6 CONNECTOR SLEEVE 2.29'X 2.25'X 12GA TUBE 2 7 BASE ANGLE 2.9'X 2.5" X 3" LG. 1/4" ANGLE 10 8 PURLIN 4.25" X 1.5" X 18GA / 14GA HAT CHANNEL 5 9 GIRT 4.25" X 1.5" X 18GA / 14GA HAT CHANNEL 5 10 SHEATHING 29 GA CORRUGATED SHEET 8 11 . END WALL P05T 25'X 2.5" X 14GA TUBE 1 12 DOOR POST 25'X 2.5" X 14GA TUBE 1 13 SINGLE HEADER 2.5" X 25'X 14GA TUBE 1 14 DOUBLE HEADER DBL. 2.5" X 2.9'X 14GA TUBE 1 15 SERVICE DOOR / WINDOW FRAMING 2.5" 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 25'X 14GA TUBE 1 191 DIAGONAL BRACE 2" X 2" X 14 GA TUBE 3 20 GABLE BRACE 2" X 2" X 14 GA TUBE 3 21 DB BRACKET 6" X 6" X 14GA PLATE 9 22 TRUSS SPACER 2.5" X 2.9'X 14GA TUBE 1 23 ALL FASTENERS 91Z A4 5 R L 5CREW5 (759-0196 OR EQ) W/ NEOPRENE/STEEL WASHER TABLE 2.2: SHEATHING FASTENER SCHEDULE • • CORNER FANELSj SIDE LAPS I EDGE LAPS I ELSEWHERmmaellem E 6" C/C I MIN.1 1 4" C/C 1 8" C/C FASTENER TYPE: #12X1" SELF -DRILL SCREWS. (E5R-2196 OR EQ) W/ NEOPRENE/STEEL WASHER 0 9 36" THICKNE55 = 29GA 29 GA CORRUGATED SHEATHING% SCALE: NTS ir1 0 'I 2 5' I THICKNESS =14GA �. N G GO" THICKNESS =12GA 2.5" X 2.5" 14GA TU5E/'� 2.25" X 2.25" 12GA TUDE� SCALE:NT5 ' SCALE:NT5 1'25-7r THICKNESS =14GA THICKNESS =14GA SC X 2" 14GA TUBE 3 GALE X 1.5" 14GA CHANNEL �� SCALE: NTS SCALE: NTS F �' Y 1.50" pc J ` N 4.25" ''2�` THICKNE55 =18GA / 14GA 4.25" X 1.5" X 15GA / 14GA�1 2.5" X 2.5" X 14GA TUBE W/ 2.25"O HAT CHANNEL ' X 2.25" X 12GA TUBE INSERT ti SCALE: NTS SCALE: NTS NOTE: INSERT FULL LENGTH & FIELD BOLT W/ [23] FASTENERS @ 12" C/C STAGGERED OPP051TE FACE 0 o N 0 0 THICKNESS =14GA THICKNESS =14GA STRAIGHT BRACKET% -'N ANGLE BRACKET 7 SCALE: NTS SCALE: NTS l) N if �j 0 THICKNE55 =14GA THICKNE55 =1/4" DB BRACKETO 13A e Hrs ANGLE 10 SCALE: NTS MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: �ltl� A�AENGIIVEERING STRUGnJRAI. 11 (59Mc -, Suit. D • Tolcdo, OH 43623 M1 cim-1983 • F.u. 419-292-0955 INFORMATION NHD.,Ec•T: 30'-0" WIDE BUILDINGS LOCATION: STATE OF CALIFORNIA PROJECT NO.: 233-16-1206 SHEET TITLE: SCHEDULES & MEM13ER SECTIONS SHEETNO.: 2 / 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 PP05ECUTED UNDER THE FULL EXTENT OF THE LAW. - DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE. SEAL: �OQROFESS/-'v CIVIL t�`2 G� w OMAR A. m � AR&YASEIN C73389 OF CA1-SF5/ DATE EXPIRES: 12/31/2018 DATESIGNED: NOV 17 2016 [4] PEAK BRACE ^ ^ / [4J PEAK BRACE 1.A 1.B [2] ROOF BEAM 12 3 [2] ROOF BEAM I . I 12 I I 16' 2 16' 2 3 3 (5) KNEE BRACE - SEE (5) KNEE BRACE - SEE TA13LE'3.1 FOR LENGTH TABLE 3.1 FOR LENGTH � a IJM�LP,O [1] COLUMN POST B� E �ac6 COL e /! � 3 3 [3] BASE RAIL 3 [3J BASE RAIL APP Rv " �3 tlRR� -I .-29'-91/2" .� El TYP. A -FRAME SECTION [2] ROOF BEAM [2] ROOF BEAM SCALE: NT5 12 12 3 �— )SO X [4] PEAK BRACE 1/8" FILLET -11/2" LG. @ 6' - C.C. 5TITCH WELD BOTH SIDES STAGGERED - TYP. [5] KNEE BRACE - ATTACH W/ (2) [23] FASTENERS E.5. ' [616" LG. CONNECTOR SLEEVE - FIELD DOLT W/ [23] I- [4] PEAK GRACE 1/8" FILLET -11/2" LG. @ 8" / SIDES STAGGERED - TYP. [5] KNEE BRACE- ATTACH W/ (2) [23] FASTENERS E.5. 29'-9,1/2" `fYP. REGULAR FRAME SECTION SCALE: NTS r- ROOF MEMBER [4] PEAK GRACE - DOUBLED ALONG ROOF MEMBER TILL EAVE. ATTACH WITH 10' FILLET -11/2" LG. @ 8" C.C. STITCH WELD BOTH SIDES STAGGERED -TYP. . PEAK BRACE CONNECTION DETAILS 2 SCALE: NrS TABLE 3.1: KNEE BRACE SCHEDULE FASTENERS - SEE TABLE 3.2 FOR NO. OF FASTENERS READ. [1] COLUMN POST [2] ROOF BEAM I [616' LG. CONNECTOR SLEEVE - FIELD BOLT W/ [23] FASTENERS SEE TABLE 3.2 FOR NO. OF FASTENERS READ. [tJ COLUMN POST - FIELD DOLT W/ [23] FASTENERS x012" STAGGERED EAY-E HEIGHT' KNEE DRACE. LENGTH, E] A. 'A' -FRAME EAVE DET�AILO [1] COLUMN POST B. REGULAR FRAME (6] 6" LG. CONNECTOR SLEEVE FIELD DOLT W/ [23] FASTENERS - 5EE TABLE 3.2 SCALE: NTS / FOR N0.OF FASTENERS REQD. e . TABLE 3.1: KNEE BRACE SCHEDULE [2] ROOF BEAM EAY-E HEIGHT' KNEE DRACE. LENGTH, [17] STRAIGHT BRACKET. SECURE ❑ UP T06 24" TO PB SUPPORT AND ROOF [18] PB SUPPORT - FOR (3] BA5E RAIL 9' TO 12'. 36, BEAMS OR PEAK.BRACE W/ (4) PEAK BRACES LONGER [23] FASTENERS E.S. THAN 12' d' BASE DETAIL TABLE 3.2 FASTENER SCHEDULE [4] PEAK BRACE 3 SCALE: Nis RIALTA19IR&IaIMARld a0 ig MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: A&A ENGINEERING CTvn. • STRUCTURAL 5911 Remiss ncc Place, Suiie B e Toledo, OH 43623 Tel. 419-2921983 • Pae. 419-292-0955 n -- DRAWING INFORMATION INFORMATION PROJECT: 30'-0" WIDE BUILDINGS LOCATION: STATE OF CALIFORNIA PROJECT NO.: 233-16-1206 SHEET TITLE: FRAME SECTIONS & DETAILS SHEETNO.: 3 / 11 DRAWN BY: LAK DATE: 12/1/16 CHECKED BY: OAA DATE: 12/1/16 LEGAL INFORMATION - ANY DUPLICATION OF THI5 DRAWING IN WHOLE OR PART 15 STRICTLY FORBIDDEN. ANYONE DOING 50 WILL BE PR05ECUTED UNDER THE FULL EXTENT OF THE UAW. - DRAWING5 VAUD UP TO I YEAR FROM DATE OF ISSUE. SEAL: /OFESS/0 rfA CIVIL `t�`MAR A. rnn-YASEIN x OF CA 105 TO 125 4 NOTE: COLUMN POST MAY BE ADJUSTED t1" FOR LEVELING. ❑ 130 To 155 6 PB SUPPORT DETAILMANUFACTURER 15 NOT RESPONSIBLE FOR LEVELING OF GROUND DATEExPIREs: 12/37/2018 SCALE: NTS 4 AND/OR CONCRETE SURFACE PROVIDED 6Y OTHERS. ❑ 160 TO 180 a DATE SIGNED: NOV 17 2016 TA13LE 4: FRAME SPACING 5CHEDULE MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058' 1-866-730-9865 1 ENGINEERED BY: A&A ENGINEERING CrVIL • STRUCTURAL 5911 Rennismnee Place, Suite B • Toledo, OH 43628 Tel. 419-292-1983 - a,. 419-292-0955 rvnv.aa-enginccrs.mm DRAWING INFORMATION •- - PROJECT: -30'-0" WIDE BUILDINGS LOCATION: STATE OF CALIFORNIA PROJECT ND.: 233-16-1206 SHEET TITLE: SPACING SCHEDULES NOTES:' & ENCLOSURE NOTES 1. FRAME SPACINGS ARE IN UNITS OF INCHES (IN). 2. WHERE TWO VALUES ARE SHOWN, THE HIGHER VALUE CAN ONLY DE USED FOR VERTICAL SHEATHING. SHEET NO.: 4 / 11 3. SNOW LOADS AND ROOF LIVE LOADS ARE IN POUNDS PER SQUARE FOOT (P5F). WIND SPEED 15 3 SEC. GUST IN MILES PER HOUR (MPH). 4.' FOR VALUES THAT ,LIE BETWEEN TWO CELLS, THE HIGHER (MORE STRINGENT) VALUE HAS TO DE USED. INTERPOLATION BETWEEN CELLS 15 NOT ALLOWED. DRAWN BY: . LAK DATE: 12/1/16- CHECKED 2/1/16"CHECKED BY: OAA DATE: 12/1/16 LEGAL INFORMATION �®u - ANY DUPLICATION OF THIS DRAWING IN WHOLE OR • - .. _ • �1 � �1`'�SO . PART IS STRICTLY Y FORBIDDEN. FULL EXE DOING HE WILL !J ® BE PROSECUTED UNDER THE FULL EXTENT TE THE LAW. �- DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE. SEAL: GENERAL ENCLOSURE NOTES: �� ROFESS/O 1. TYPICAL ENCLOSED AND OPEN BUILDINGS ARE AS SHOWN ON THE RIGHT: 2. THE MAX. BUILDING LENGTH FOR ENCL05EP BUILDINGS 15 50'-O" : THI5 CAN BE INCREASED BY ADDING A DOUBLE FRAME AT THE CENTER TO BREAK THE LENGTH OF THE BUILDING. , 3. FOR ENCL05ED 13UILDING5, ONE END WALL CAN DE OPEN 1F 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 510E WALL BRACING TO SUPPORT THE PARTIALLY ENCLOSED END WALL. SEE SHEET 9 FOR TYPICAL BRACING DETAILS. TYP. ENCLOSED BUILDING SCALE: NTS TYP. OPEN BUILDING SCALE: NTS P by CIVIL G) MAR A. m m U-YASEIN C73389 TF OF CA\ \FOS DATE EXPIRES: 12/31/2018 DATE SIGNED: NOV 17 2016 GROUND SNOW / ROOF LIVE LOAD (PSF) AGS lid I I r r • r WIND SPEED (MPH WIND SPEED (MPH) ot405 ❑ 115 0130 0140 0155 0165 0180' 0105 ❑ 115 0130 '.0140 ❑155 • ❑165 0180 •- 30 / 20 60 60 54/60 54 48 42/48 36/42 54;A 145/5,41142/48A i,-%442 �411 k36/42 t }361, ;r 1,.130 • 040/27 48/60 48/60 42/60 42/54 48 42/48 36/42 °$48'?F' ;"J30 •' .. ❑ 50 / 34 40/48 40/48 - 40/48 40/48 40/48 40/48 36/42 `K40/42I! X46/42,j '40/42'4 4140142 4 7'.336 = :36? @ : :30. • .060/41 36/42 36/42 36 36 36 36 _ 36 f*' 6 4 )9136 0 fM30�, ,* 30 --f ',<`14 301 � + 5 30'- � ��; 7 24` ' • 070/47 ' 32/36 32/36 32/36 32/36 30 30 30 W,�,30 F#j'jq,30 94 1; 30 �' 24t�; %e., 24°1�z ?� $,24-, �-f • 0&0/54 ❑90/61 24 24 24 24 24 _ 24 24 € ` 24 S? +-124 24 1 �'�t}24e11#,t 7r;�24 'T " ' 24, 18 18 18 180,30/20 i., , 60 « T-160 j 454%6011 l;"x54" s;a46`=� r 42%48 s ,g 36/421 54 48/54 42/54 42/48 36/42 36/42' .30/36 • 040/27. x•48/60 -48/60" �42/60'g ;48/541 1.1'-748,'^•, Y42/48'i X36/42- 48 48 42/48 42/48 36/42 36/42 30/36 ❑ 50 /34 :'401WJ ,x/54 440/541;40/481 V40/48'1� -.40/48,@ ,736142 40/42- 40/42 40/42 40/42 '36/42 36 30/36 • 060/41 1.36/48 064211!.36/42A 06/427 P36/42";:436/421 t36/42:1r 36 36 36 36 36 36 30/36 • ❑ 70 / 47 -'M/36;! :32/36* «32436A 932136:t, 1-32%36.4 '! t p30 . 1 xf'30.W 30 30 30 30 30 30 24. 0&0/54 30' '? ':30'' :X ' 30'43 Y 130'[ '30'+1 it ow - ' X30 24 24 24 24 24 24 24 ❑ 90 / 61 -••`24' " 's. ;24'' ` i Jr 124�'�? r"�24'�>F ;rZ24' 8j # 24:'4' %�24'i 18 18 18 18 18 18 18 0,30/20 60 60 54/60 54 48 42/48 36/4254; x'48/54 '42%54' t42/,5.0':R36/48 X36/48 030/36 040/27 48/60 48/60 42/60 42/54 .42/48 42/48 36/42 *481; F". ,48M 042/48$,8421,48;,4, , 36/481: 736/481 X30/36 i. 0 507/ 34 40/54 40/54 1 40/54 40/48 40/48 40/48 ' 36/42 V- QG ' 2 R „40/421 B40% 42 415 40/42 36/42: T36%42 30/36 • 060/41 36/48 36/48 36/48 36/48 36/42 36/42 36/42'%`36 to "`3655'363'�36r'r":•36F-iMw361-te30/364 070/47 • 32/42 32/42' 32/36 32/36 32/36 32/36 30 . $,32/361 f32131 zr;,30i i� 30`"" 301:. �.30s i w24' ❑ 80 / 54 30/36 30/36 30/36 30/36 30/36 30 30 19,39 V1 t430 t3, ,EMI- 30 k"- 24= 090/61 30/36 30/36 30 30 30 30 30 - ff (209 " , 24 ,ii I24 MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058' 1-866-730-9865 1 ENGINEERED BY: A&A ENGINEERING CrVIL • STRUCTURAL 5911 Rennismnee Place, Suite B • Toledo, OH 43628 Tel. 419-292-1983 - a,. 419-292-0955 rvnv.aa-enginccrs.mm DRAWING INFORMATION •- - PROJECT: -30'-0" WIDE BUILDINGS LOCATION: STATE OF CALIFORNIA PROJECT ND.: 233-16-1206 SHEET TITLE: SPACING SCHEDULES NOTES:' & ENCLOSURE NOTES 1. FRAME SPACINGS ARE IN UNITS OF INCHES (IN). 2. WHERE TWO VALUES ARE SHOWN, THE HIGHER VALUE CAN ONLY DE USED FOR VERTICAL SHEATHING. SHEET NO.: 4 / 11 3. SNOW LOADS AND ROOF LIVE LOADS ARE IN POUNDS PER SQUARE FOOT (P5F). WIND SPEED 15 3 SEC. GUST IN MILES PER HOUR (MPH). 4.' FOR VALUES THAT ,LIE BETWEEN TWO CELLS, THE HIGHER (MORE STRINGENT) VALUE HAS TO DE USED. INTERPOLATION BETWEEN CELLS 15 NOT ALLOWED. DRAWN BY: . LAK DATE: 12/1/16- CHECKED 2/1/16"CHECKED BY: OAA DATE: 12/1/16 LEGAL INFORMATION �®u - ANY DUPLICATION OF THIS DRAWING IN WHOLE OR • - .. _ • �1 � �1`'�SO . PART IS STRICTLY Y FORBIDDEN. FULL EXE DOING HE WILL !J ® BE PROSECUTED UNDER THE FULL EXTENT TE THE LAW. �- DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE. SEAL: GENERAL ENCLOSURE NOTES: �� ROFESS/O 1. TYPICAL ENCLOSED AND OPEN BUILDINGS ARE AS SHOWN ON THE RIGHT: 2. THE MAX. BUILDING LENGTH FOR ENCL05EP BUILDINGS 15 50'-O" : THI5 CAN BE INCREASED BY ADDING A DOUBLE FRAME AT THE CENTER TO BREAK THE LENGTH OF THE BUILDING. , 3. FOR ENCL05ED 13UILDING5, ONE END WALL CAN DE OPEN 1F 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 510E WALL BRACING TO SUPPORT THE PARTIALLY ENCLOSED END WALL. SEE SHEET 9 FOR TYPICAL BRACING DETAILS. TYP. ENCLOSED BUILDING SCALE: NTS TYP. OPEN BUILDING SCALE: NTS P by CIVIL G) MAR A. m m U-YASEIN C73389 TF OF CA\ \FOS DATE EXPIRES: 12/31/2018 DATE SIGNED: NOV 17 2016 i ®Q:;IQO��\\ \pie, \�� ,.-,�� ,-; •., � • YTYP. HORIZONTAL SHEATHING III Me", RNMIL, ,I11pp o \�pp1�p,'0. ■TYP. VERTICAL SHEATHINGSCALE: NTS vp MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: A&A FNGENUIU ATG .''...,,,, yppppp� CIVII, • STRUCTURAL `/'t$91t1`Renaism.ce Place, Suite B • Toledo, OH 43623 VV `` �� T.L 419.292-1983 • Pax. 419-292MSS ' .vww.aacnginccn.com ' DRAWING INFORMATION PROJECT:' '30'-0" WIDE BUILDINGS LOCATION: STATE OF CALIFORNIA '�{.. ;'^;`• -: r a ' . - PROJECTNO.: ZOO-Itt-IZUU. SHEET TITLE: • T �:- ^ ' SEE TABLE 2.2 FOR SHEATHING OPTIONS FASTENER SCHEDULE DETAILS [10] SHEATHING •�''• SHEET NO.: 6 / 11 [10] SHEATHING [11] END WALL POST ` ATTACH PURLINS TO DRAWN BY: LAK DATE: 12/1/16 ROOF BEAMS W/ (2) CHECKED BY: OAA DATE: 12/1/16 SEE TABLE 22 FOR (23) FASTENERS FASTENER SCHEDULE - 8 PURLINS [b] -• LEGAL INFORMATION TYP. HORIZONTAL SHEATHING DETAIL(D ROOFYERTICAL SHEATHING DETAIL%� • 5CALE: Nis - SCALE: NTS 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. • _ ; . r.' t �'' 4 -Y+ty S{�' r S} F� ! T c r. •�; - DRAWINGS VALID UP TO I YEAR FROM DATE OF ISSUE. �I r. ATTACH GIRTS TO POSTS: ~ SEAL: x I W/(2)[23]FASTENERS . [16] ANGLE CLIP. SECURE TO DOOR POST AND BASE RAIL f x , � �. ''� � 4:� K, ' FESS/6,Z W/ FASTENERS E.S. [10] SHEATHING (4) [23] Vis,.• F� . �' ? F �x r. CIVIL [10] SHEATHING ��• < <.'Y� t ^ ' f ` ; s t m O AR A: SEE TABLE 2.2 FOR �- -YASEI N SEE TABLE 2.2 FOR E ' : T ; ? L FASTENER SCHEDULE Y •�� Y FASTENER SCHEDULE �"' s Y^� '� �" x 73389 �Q r = [9] GIRTS a' ': + • y [9A] END -WALL GIRTS t , e •, • ` OF CAS\FOS ❑ WALL VERTICAL SHEATHING - TU13E DETAIL SCALE: NTS ❑ WALL VERTICAL SHEATHING - HAT CHANNEL DETAIL%1 SCALE: NTS DATE ExPIREs: 12/31/2018 . DATESIGNED: NOV 17 2016 - MAX. 2 CUT FRAMES 0 / / CLEAR- DAY EACH SIDE OF OVERHEAD DOOR OPENING AT BUILDING CORNERS ❑ SIDE WALL OVER HEAD DOOR OPENINGS .SCALE: NTS . N w SERVICE DOOR(S) TO DE LOCATED PER CUSTOMER REQUIREMENTS 2 OPENING 51ZED 7-13 TO FIT WINDOW SIDE WALL SERVICE DOOR / WINDOW OPENINGS SCALE: NTS 7-15 / MANUFACI 1— ov. M/VL. 6 Lu I rK/Wltb _ ` - / .. `QCT►/ v - \\ / 457 N. Broadway, . \� Joshua, TX 76058 N �\ 1-866-730-9865 ENGINEERED BY: .7 7-6 7 6 Z9) ®p A&A ENGINEERING Tvn. • sTnu 4 Toles x../11 ltcnaus n-2 Place, Suite D •Toledo, 55 43623 ® T.I.TclM119-292-1983 � Fa<. 419-292-0955 �kN � winv.aa�ngineen.mm d`� �� ®�+v � DRAWING INFORMATION PROJECT:. 3O' -O" WIDE BUILDINGS CLEAR 6AY EACH SIDE OF, LOCATION: STATE OF CALIFORNIA OVERHEAD DOOR OPENING & AT BUILDING CORNERS PROJECT NO.: 233-16-1206 SHEET TITLE: SIDE WALL OVER HEAD DOOR OPENINGS SIDE WALL FRAMING WITH TRUSS STYLE HEADER & OPENINGS SCALE: NTS SHEETNO.: 7-A / 11 DRAWN BY: LAK DATE: 12/1/16 - CHECKED BY: OAA DATE: 12/1/16 SIDE WALL FRAMING NOTES: LEGAL 1NFORIVIAIION - - ANY DUPLICATION OF THI5 DRAWING IN WHOLE OR 1. TRUSS -STYLE HEADERS ARE REQUIRED.FOR WHERE THE PART 15 STRICTLY FORBIDDEN. ANYONE DOING 50 WILL BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. GROUND SNOW LOAD'!5 40 P5F OR GREATER. DRAWINGS VAUD UP TO I YEAR FROM DATE of ISSUE. 2. ' DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO 60TH REGULAR AND P FRAME STYLE BUILDINGS SEAL: 3. MAX. HEIGHT OF SIDE WALL DOOR OPENINGS DEPENDS ON POST LENGTH NEEDED TO ACCOMMODATE KNEE GRACES. " 4., OVERHEAD DOOR OPENINGS CANNOT CUT THROUGH MORE THAN 2 FULL FRAMES. 5. MIN. 1 CLEAR DAY MUST DE MAINTAINED BETWEEN ANY 2 OVERHEAD DOOR OPENINGS. A CLEAR 6AY 15 A SPACE BETWEEN TWO FRAMES THAT HAS NO OVERHEAD DOOR OPENINGS: 6. MIN.1 CLEAR BAY MUST ALSO DE MAINT_ AINED FROM THE BUILDING CORNERS. 7. SERVICE. DOORS AND WINDOWS CAN DE PLACED IN CLEAR BAYS OR.ANY WHERE ELSE AS NEEDED. . CIVIL OMAR A. m k -YASEIN X . C73389 OF CAS -\FGA DATE EXPIRES: 12/31/2018 I, DATE SIGNED: " NOV 17 2016 . [12] DOOR POST [6]6"LG. CONNECTOR SLEEVE: FIELD BOLT W/ [23].FASTENERS SEE . TAD] 3.2 FOR NO. OF FASTENERS REQD. [5] BASE RAIL DOOR POST 60T. CONN. DETAIL%1 SCALE: NTS [15] ANGLE CLIP. SECURE TO COLUMN P65T AND SERVICE DOOR / WINDOW . FRAMING W/ (4) [23] FASTENERS E.5. [15] SERVICE DOOR / WINDOW FRAMING [1] COLUMN POST TYP. SERVICE DOOR / WINDOW 4 FRAMING CONN. DETAIL T SCALE: NIS [1) COLUMN POST ABOVE HEADER [23] TRUSS SPACER - MAX 20" O.C: [15] WINDOW FRAMING [16] ANGLE CLIP. SECURE TO COLUMN POST AND HEADER W/ (4) [23] FASTENERS E.S. TYP. WINDOW FRAMINGK,'� CONN. DETAIL SCALE: NTS [15] ANGLE CLIP. SECURE TO COLUMN FOS T AND HEADER COLUMN P05T AND HEADER W/ (4) #3 TEKS SDS E.S. W/ (4) [23] FASTENERS E.5. [13] SINGLE FEADER [14] DOUBLE HEADER - UPPER CHORD 1/8" FILLET -1-1/2" LG. @ 6' [23] TRUSS — GC STITCH WELD BOTH [1] COLUMN POST SIDES STAGGERED - TYP. [12] DOOR P05T [616" LG. CONNECTOR SLEEVE. FIELD 60LT W/ [23] FASTENERS - SEE TABLE 3.2 FOR NO. OF FASTENERS REQD. COLUMN P05T ABOVE DBL. DOOR HEADER CONN. DETAILO . SCALE: NTS : [1] COLUMN P05T [6) 6" LG. CONNECTOR SLEEVE. FIELD 60LT W/ [23] FASTENERS - SEE TA13LE 3.2 FOR NO. OF FASTENERS REQD. [13] SINGLE HEADER - UPPER CHORD (13] SINGLE HEADER - LOWER CHORD . COLUMN POST A80VE TRUSS(, DOOR HEADER CONN. DETAIL SCALE: NTS [6J 6" LG. CONNECTOR SLEEVE. FIELD BOLT W/ [23] FASTENERS — SEE TABLE 3.2 FOR NO. OF ., F FASTENERS REQD. [1] COLUMN P05T A60VE HEADER [14] POU13LE HEADER 1/8" FILLET -1-1/2" LG. Cad 12" C.0 STITCH WELD BOTH 51DE5 5TAGGERED - TYP. COLUMN POST ABOVE D6L. O DOOR HEADER CONN. DETAIL. 3 SCALE: NTS [15] ANGLE CLIP. SECURE TO COLUMN FOS T AND HEADER W/ (4) #3 TEKS SDS E.S. [13] SINGLE FEADER - UPPER CHORD [23] TRUSS — SPACER - MAX 20" C.C. N [13] SINGLE I-EADER LOWER CHORD [1] COLUMN P05T [12) DOOR P05T [616" LG. CONNECTOR SLEEVE. FIELD BOLT W/ [23] FASTENERS - SEE. . TA13LE 3.2 FOR NO. OF FASTENERS REQD. COLUMN POST ABOVE TRU55�1 DOOR HEADER CONN. DETAIL SCAL_: NT5 - MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: A&A ENGINEERING CIVIL• STRUCTURAL 5911 R. ---nee Place, Suite B • Toledo, OH 43623 Tei. 419-292-1983 • IF.— 419-292-0955 --g--c— DRAWING. —c— DRAWING INFORMATION PROJCCT: 309-0" WIDE DUILDINGS LOCATION: STATE OF CALIFORNIA PROJECTNO.: 233-16-1206 SHEET TITLE: - 51DE WALL FRAMING DETAILS SHEETNO.: . 7-6 / 11 DRAWN BY: LAIC DATE: 12/1/16 CHECKED BY: OAA DATE: 12/1/16 LEGAL INFORMATION - ANY DUPLICATION OF TH15 DRAWING IN WHOLE OK PART 15 STRICTLY FORBIDDEN: ANYONE DOING 50 VJ1U- BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. - DRAWING5 VAUD UP TO I YEAR FPOM.DATE OF ISSUE. SEAL CIVIL 6`2 MAR A. m. J-YASEIN C73389 �F OF,Cp,0 DATE EXPIRES: 12/31/2018 DATESIGNED: NOV 17'2016 SEE TABLE &-A.1 FOR MAX. END WALL POST SPACING CI MIN. 12" I CORNER � i OFFSET c^I II 0 v -v U b 5g aB 01 0 I JQ "o\�� MIN. 12" CORNER p0� OFFSET 00� O\d d MIN. 12" BETWEEN 8 B I \2 OPENINGS [20] GABLE GRACE - SEE TABLE &-A.1 FOR MAX. END WALL POST SPICING II ❑ END WALL OVER DOOR OPENINGS SCALE: NT5 W SEE TABLE &-&I FOR MAX. END WALL POST SPACING (20] GABLE BRACE. SEE TABLE &-A,1 FOR MAIC" END WALL POST SPACING I" SEE NOTE 4 OPENING. SIZED\I�\ �! TO FIT WINDOW SERVICE POOP(S) TO BE LOCATED PER CUSTOMER REQUIREMENTS. ❑ END WALL SERVICE DOOR AND WINDOW OPENINGS ' SCALE: NTS END WALL FRAMING NOTES: 1. DESIGNS AND DETAILS SHOWN HERE ARE APPLICABLE TO BOTH REGULAR AND A -FRAME STYLE DUILDING5: 2. MIN. 12" CLEARANCE MUST DE.MAINTAINED BETWEEN ANY TWO OPENINGS (OVERHEAD DOOR OR SERVICE DOOR) AND FROM CORNERS. 3. 5ERVICE.DOOR5 AND WINDOWS CAN DE PLACED AS NEEDED. 4. DIAGONAL BRACES NEED TO BE ADDED FOR PARTIAL END WALL ENCLOSURES. SEE SHEET 9 FOR DIAGONAL BRACE CONNECTION DETAILS. MANUFACTURED BY: 9 457 N. Broadway; Joshua, TX 76058 '"B 1-866-730-9865 -B ENGINEERED BY: Ak ENGINEERING CIVIL • STRUCTURAL ❑ENP WALL GABLES 5911 Rcnaismncc Place, Suite B• Toledo, OH 43623 Tel. 419.292-1983 • Par. 419-292-0955 SCALE: NTS - �Hvw.aa<nginccrsmm DRAWING INFORMATION 11 PROJECT: 30'-0" WIDE BUILDINGS �® 4 III LOCATION: STATE OF CALIFORNIA . i 8-B 10 PROJECT NO.: 233-16-1206 SHEET TITLE: �B 12.A 9 END WALL FRAMING ae aB SHEETNO.: S-A 11 . DRAWN BY: LAK DATE:12/1/16 ��NTY CHECKED BY: OAA INFORMATION BUTTE i ! BUIL9 Y��O. ®IVISOO -ANY DUPLICATION OF THI5 DRAWING IN WHOLE OR �j L PART 15 STRICTLY FORaDDEN. ANYONE DOING 50 WILL ®e p BE PROSECUTED UNDER THE FULL EOM D THE LAW. � �N®e/ DRAWINGS VALID UP TO 1 )M FROM DATETE OF ISSUE SEAL: ❑ PARTIAL END WALL FRAMING SCALE:NT5 TABLE &-A.1: END WALL POST SPACING SCHFDIJI_F WIND SPEED (MPFI) I ■ EAVE UP TO 7 HEIGHT ■ 6 TO 9' ■ 10' TO 12'! e"Q ,OFESSIO��` CIVIL G� OMARAUJI. m AB -YASEIN C73389 TF OF CAOFOS . DATE EXPIRES: 12/31/20111* DATESIGNED: NOV 17 2016 [12] DOOR POST [3] SIDE WALL BASE RAIL [16] ANGLE DRACKET. SECURE TO DOOR P05T AND BASE RAIL [17] STRAIGHT BRACKET. [1] COLUMN P05T [16] ANGLE BRACKET. TO DOOR POST A33N��D 6A5E RAIL SECURE TO DOOR P05T [6] 6" LG. SECURE TO DOOR POST E4)WALLPOST - ROOF SCALE: NTS (111, ENE) WALL POST Y AND RASE RAIL W/ (4) CONNECTOR SLEEVE AND BASE RAIL W/ (4) [11] END WALL POST o[23] FASTENERS [23] FASTENERS [15] ANGLE CLIP. SECURE TO WINDOW FRAMING W/ (4) (16] ANGLE BRACKET. SECUR [3]6A5E RAIL TO DOOR P05T AND DA5E RAI DOOR P05T BASE RAIL CONN. DETAILn1 W/ (4) [23] FASTENER: SCALE: NTS ' [3J END WALL-6AS [2] ROOF BEAM CORNER DETAIL 2 SCALE: NTS [11] END WALL POST POST A60VE HEADER (15] ANGLE CLIP. SECURE TO DOOR POST AND DA5E RAIL W/ (4) [23] FASTENERS E.5. [14] DOUBLE HEADER 0 6' FILLET STITCH LG. 6+18" GC STITCH WELD BOTH 51DES STAGGERED-TYP. END WALL POST ABOVE DOU� HEADER CONN. DETAIL SCALE: NTS [22] GABLE BRACE DETAIL A [11] END WALL P05T - [15] ANGLE CLIP. SECURE TO DOOR POST AND BASE RAIL W/ (4) [24] FASTENERS E 5 [11] END WALL P05T [16] ANGLE BRACKET. SECURE TO DOOR POST AND EASE RAIL W/ (4) [23] FASTENERS E.5. [3] RASE RAIL END WALL P05T - BASE 0 RAIL CONN. DETAIL SCALE: NT5 L1 IJ END WALL POST ABOVE HEADER. [15] ANGLE CLIP. SECURE TO DOOR POST AND EASE RAIL W/ (4) [23] FASTENERS E.S. [13] SINGLE HEADER END WALL P05T ABOVE HEADER CONN. DETAILa SCALE: NT9 [15] ANGLE CLIP. SECURE TO HEADER AND COLUMN P05T W/ (4) [23] FASTENERS E.S. [13] SINGLE HEADER [11] COLUMN POST AT ". GABLE HEADER - CORNER POST CONN. DET. SCALE: MS [2] ROOF BEAMS [14] DOUBLE HEADER [22] GABLE 1/8" FILLET -1-1/2" LG. 6' 6RACE C.0 STITCH WELD DOTH SIDES STAGGERED - TYP. [17] ANGLE CLIPS 2 EACH DOUBLE HEADER - END WALL END END - TOTAL 4. SECURE TO P05T CONN. DETAIL 10 ROOF BEAMS W/ ;4) [23] SCALE: NTS FASTENERS E.S. [n] END WALL Posr TYP. GABLE BRACE CONN. DETAIL 11 ABOVE GADLE HEADER SCALE: Nrs [22] 05 DRACKET. SECURE TO POST AND GADLE 6RACE W/ (5) [24] FASTENERS AS SHOWN E.5. [22] GADLE 6RACE DETAIL 6 GABLE BRACE - END WALL CONN. DETAIL%1 SCALE: NTS [11] END WALL POST A60VE GABLE HEADER MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: A&A ENGINEERING CTVII.• STRUCTURAL 5911 Rcnai—nm Place, Suite B • Toledo, OH 43623 Tel. 419-292-1983 • Fac. 419-292-0955 ww�vaa<nginecn.mm DRAWING INFORMATION PRn.IFr..T: 30'-0" WIDE BUILDINGS LOCATION: STATE OF CALIFORNIA PROJECT No.: 233-16-1206 SHEET TITLE: END WALL FRAMING DETAIL5 SHEET NO.: S -L3 / 11 DDRAWN I BY: LAK DATE: 12/1/16 CHECKED BY: OAA DATE: 12/1/16 [17] ANGLE CLIPS 2 EACH END - TOTAL 4. SECURE TO GABLE HEADER W/ (4) [23] FASTENERS E.S. �'�®�� ®IVI [13] SINGLE HEADER ® �� Nr LEGAL INFORMATION - ANY DUPUCAMON OF THIS DRAWING IN WHOLE OR PART 15 STRICTLY FORBIDDEN. ANYONE DOING 50 WILL BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. - DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE. SEAL: �?,OFESS/ON q CIVIL �C�2 c OMAR A. m 4J-YASEIN )TO C73389 OF CoYFO/ DATE EXPIRES: 12/31/2018 DATESIGNED: NOV 17 2016 [16] ANGLE DRACKET. SECURE TO DOOR P05T AND BASE RAIL W/ (4) [23] FASTENERS E.5. [17] STRAIGHT BRACKET. SECURE TO DOOR POST A33N��D 6A5E RAIL [11J WALL POST W/ rr BEAM TrEND CONN. DOOR P05T E4)WALLPOST - ROOF SCALE: NTS (111, ENE) WALL POST Y [11] END WALL POST [15] ANGLE CLIP. SECURE TO END WALL P05T AND DOOR / [15] ANGLE CLIP. SECURE TO WINDOW FRAMING W/ (4) DOOR POST AND BASE RAIL [23] FASTENERS E.S. W/ (4) L23] F'A51-ENER5 E.5. [15] SERVICE DOOR / . WINDOW FRAMING TYP. SERVICE DOOR / WINDOW�� [13] SINGLE HEADER FRAMING CONN. DETAIL HEADER -END WALL POST CONN. DET SCALE: Nf5 SCALE:NTS [11] END WALL POST POST A60VE HEADER (15] ANGLE CLIP. SECURE TO DOOR POST AND DA5E RAIL W/ (4) [23] FASTENERS E.5. [14] DOUBLE HEADER 0 6' FILLET STITCH LG. 6+18" GC STITCH WELD BOTH 51DES STAGGERED-TYP. END WALL POST ABOVE DOU� HEADER CONN. DETAIL SCALE: NTS [22] GABLE BRACE DETAIL A [11] END WALL P05T - [15] ANGLE CLIP. SECURE TO DOOR POST AND BASE RAIL W/ (4) [24] FASTENERS E 5 [11] END WALL P05T [16] ANGLE BRACKET. SECURE TO DOOR POST AND EASE RAIL W/ (4) [23] FASTENERS E.5. [3] RASE RAIL END WALL P05T - BASE 0 RAIL CONN. DETAIL SCALE: NT5 L1 IJ END WALL POST ABOVE HEADER. [15] ANGLE CLIP. SECURE TO DOOR POST AND EASE RAIL W/ (4) [23] FASTENERS E.S. [13] SINGLE HEADER END WALL P05T ABOVE HEADER CONN. DETAILa SCALE: NT9 [15] ANGLE CLIP. SECURE TO HEADER AND COLUMN P05T W/ (4) [23] FASTENERS E.S. [13] SINGLE HEADER [11] COLUMN POST AT ". GABLE HEADER - CORNER POST CONN. DET. SCALE: MS [2] ROOF BEAMS [14] DOUBLE HEADER [22] GABLE 1/8" FILLET -1-1/2" LG. 6' 6RACE C.0 STITCH WELD DOTH SIDES STAGGERED - TYP. [17] ANGLE CLIPS 2 EACH DOUBLE HEADER - END WALL END END - TOTAL 4. SECURE TO P05T CONN. DETAIL 10 ROOF BEAMS W/ ;4) [23] SCALE: NTS FASTENERS E.S. [n] END WALL Posr TYP. GABLE BRACE CONN. DETAIL 11 ABOVE GADLE HEADER SCALE: Nrs [22] 05 DRACKET. SECURE TO POST AND GADLE 6RACE W/ (5) [24] FASTENERS AS SHOWN E.5. [22] GADLE 6RACE DETAIL 6 GABLE BRACE - END WALL CONN. DETAIL%1 SCALE: NTS [11] END WALL POST A60VE GABLE HEADER MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: A&A ENGINEERING CTVII.• STRUCTURAL 5911 Rcnai—nm Place, Suite B • Toledo, OH 43623 Tel. 419-292-1983 • Fac. 419-292-0955 ww�vaa<nginecn.mm DRAWING INFORMATION PRn.IFr..T: 30'-0" WIDE BUILDINGS LOCATION: STATE OF CALIFORNIA PROJECT No.: 233-16-1206 SHEET TITLE: END WALL FRAMING DETAIL5 SHEET NO.: S -L3 / 11 DDRAWN I BY: LAK DATE: 12/1/16 CHECKED BY: OAA DATE: 12/1/16 [17] ANGLE CLIPS 2 EACH END - TOTAL 4. SECURE TO GABLE HEADER W/ (4) [23] FASTENERS E.S. �'�®�� ®IVI [13] SINGLE HEADER ® �� Nr LEGAL INFORMATION - ANY DUPUCAMON OF THIS DRAWING IN WHOLE OR PART 15 STRICTLY FORBIDDEN. ANYONE DOING 50 WILL BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. - DRAWINGS VAUD UP TO I YEAR FROM DATE OF ISSUE. SEAL: �?,OFESS/ON q CIVIL �C�2 c OMAR A. m 4J-YASEIN )TO C73389 OF CoYFO/ DATE EXPIRES: 12/31/2018 DATESIGNED: NOV 17 2016 CONCRETE SLAB FOUNDATION NOTES: 1. DESIGNS SHOWN ON THIS SHEET ARE FOR CONCRETE SLAB FOUNDATION. ANY OF THE FOUNDATIONS SHOWN ON SHEETS 11-A THRU D CAN BE USED. 2 2. EITHER OPTION 1 'EDGE OFFSET' OR OPTION 2 'NOTCHED EDGE' 11-A DETAIL CAN BE. USED. 3. FOR OPTION 1 THE MIN. SLAB SIZE SHALL BE EQUAL TO THE �II SII \ / II I III OUTSIDE DIMENSIONS OF THE BUILDING PLUS 5" EACH DIRECTION. 3. FOR OPTION 2 THE MIN. SLAB SIZE SHALL BE EQUAL TO THE SIDE DIMENSIONS OF THE BUILDING DIMENSIONS. / I II III 4. CONCRETE ANCHORS SHALL BE LOCATED NEXT TO EVERY POST AND ON EITHER SIDE OF OPENINGS. TWO ANCHORS SHALL BE INSTALLED AT CORNER OF ENCLOSED DUILDINGS WITH END WALLS - ONE ON EACH BASE RAIL. / 5. CONCRETE ANCHORS CAN BE ANY ONE OF THE OPTIONS \ III MENTIONED IN TABLE 11 -Ai. \ 6. DEPTH OF SLAD TURN DOWN FOOTING SHALL BE GREATER THAN CONTROL JOINTS SPACED AT FROST DEPTH SPECIFIED PER LOCAL CODE. MAX. 20'-O" O.C. 7. CONTROL JOINTS SHALL DE PLACED 50 A5 TO LIMIT MAX. SLAB 11-A SPANS TO 20' IN EACH DIRECTION CONCRETE SLAB FOUNDATION 8. ASSUMED SOIL DEARING CAPACITY 15 TO BE A MIN. OF 1500 PSF. SCALE: NTS 9. CONCRETE STRENGTH TO BE A MIN OF 2500 PSI CSA 28 DAYS. TABLE 11-A.1: CONCRETE TABLE 11-A.2: NOTCH WIDTH SLAB ANCHOR SCHEDULE [3J BASE RAIL • - • • PEN I VERTICAL 12IR&ANA40117,1011 GRADE ❑ 14GA 10 12GA 10 14GA 10 12GA 105 TO 140 1/2"PIX 7" WIRE OR FIBER MESH A z < 2 3/4" 2 7/8" 13/4" 17/6 ❑ 155 TO 130 5/8"0 X 7" MANUFACTURER 1' DEPTH 15 TO BE 11/2" NOTES: MAX. 6" 1. ANCHORS ARE BASED ON ESR -2526 REPORT. ANCHOR - SEE [1] COLUMN P05T EXPANSION ANCHORS, WEDGE ANCHORS OR TABLE 11 -At [3] BASE RAIL ADHESIVE ANCHORS MAY BE USED AS LONG BUILDING P05T BEYOND V-4 2" WIDE X 1" DEEP I I NOTCH ALONG N OVERHEAD DOOR AND SLOPE TO 2" OVERHEAD DOOR NOTCH DETAIL SCALE: NETS 3 ae�IC[,i"Q{L��[1] COLUMN POST /- [3] EASE RAIL A5 THEY MEET OR EXCEED THIS REPORT. J _ Lu 2. MIN. EMBEDMENT DEPTH TO DE 4". . N o®®� 3. ANCHORS TO DE SPACED NO MORE THAN 6" z 0zQ� FROM POSTS. `, . : W ®` ! ®®� 4. ALL ANCHORS TO DE A307 EQUIVALENT OR ti .` .•'' a o V Q BETTER. U m�V SECTION A -A MIN. 4" EDGE DIST. MIN. 4" EDGE DIST. U U [1] COLUMN POST ANCHOR - SEE TABLE 11-A.1 MIN. 4" THY. A [3J BASE RAIL CONCRETE SLAB GRADE W6X6-6/6 WELDED C.I o WIRE OR FIBER MESH A z < AS RECOMMENDED BY O MANUFACTURER 1' b.- ij 0 (3) #4 REBAR CONT. < o m ALT. NOTCHED EDGE DETAIL P�OPTION 1: EDGE OFFSET DETAIc SCALE: NTS :E 2 SECTION B -B MIN. 4" EDGE DIST. (7] BASE ANGLE ANCHOR - SEE TABLE 11-A.1 [1] COLUMN POST MIN. 4" THK.B (3] BASE RAIL CONCRETE SLAB -\ r— LJ( GRADE W6X6 6/6 WELDED .° WIRE OR FIBER MESH B AS RECOMMENDED BY AS PER LOCAL MANUFACTUZER CODE. MIN. 12" (3) #4 REBAR CONT. 1' BELOW GRADE ❑ OPTION 2: EDGE FLUSH DETAIL O SCALE: NTS MANUFACTURED BY: 457 N. Broadway, Joshua, TX 76058 1-866-730-9865 ENGINEERED BY: A&A ENGINEERING CIVLL•STRUCPURAL 5911 Renaissance Place, Suite B • Toledo, OH 43623 Tel. 419-292-1983 • Pax. 419-292-0955 —a-engineers.mm DRAWING INFORMATION PROJECT: 30'-0" WIDE 6UILDINGS 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 DUPLICATION OF TH15 DRAWING IN WHOLE OR PART 15 STRICTLY FORBIDDEN. ANYONE DOING 50 WILL BE PROSECUTED UNDER THE FULL EXTENT OF THE LAW. - DRAWINGS VAUD UP TO I YEAR FROM DATE OF I55UE. SEAL: OFESS/o/l/ CIVIL OMAR A. m O. AEJ-YASEIN T L C73389 �F OF CAS\FOS DATE EXPIRES: 12/31/2018 DATESIGNED: NOV 17 2016