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HomeMy WebLinkAboutB16-2533Systems 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 INSPECTION AGENCY Timber Products Inspection, Inc. 105 S.E. 124'h Avenue Vancouver, WA 98684 Tel: (360) 449-3138 Fax: (360) 449-3953 *This engineering is valid ONLY for trusses manufactured by Svstems Plus Lumber Co. Moffek�' ICC ES Report ESR -1311& ESR 1988 IAS Certified Inspection No. AA -702 Fabrication in compliance with 2013 CBC SECTION 2303.4.2 IBC/IRC 2012 SECTIONS (2303.4/R802.10roof/R502.1 Ifloor) TRUSS ENGINEERING LAYOUT YES ■❑ NO ❑ Standard Tniss Detail TitleDe[ail # = Included Gable End 85 Wind B I Gable End 110 Wind B IA Gable End I10 Wind C 1B Hat Truss over 6/12 2 Hat Truss under 6/12 Web Bracing Details 2B 3 ✓ Valley Fill Frames Oen Face Jacks 4 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 1 I ✓ Purim Gable 12 BCS1 ai r++vw.sbcindustry.com BCSI-BI Summary Sheet at www.sbeindustrv.com Systems Plus Job Number 0617213 Date 8/16/17 Revision(s) Customer Pertuit -'53.3 Project Res 017-170-072 Location Butte Co. Chico PLAN d_ F(.kN(;1 PRIOR TO ERECTING TRUSSES, READ TRUSS DATA SHEET AND NOTE BCSI-B I SUMMARY SHEET GUIDE FOR HANDLING, INSTALLING NOTE AND BRACING OF METAL PLATE COIpj CJED WOOD TRUSSES BUTTE COUNTY DEVELOPMENT SERVICES OATF __'11 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 TIME 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-B1 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 THAN 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-B I SUMMARY SHEET). -BOTTOM CHORD BRACING SHALL BE INSTALLED PER THE TRUSS ENGINEERING DRAWING BUT 1S NEVER TO EXCEED 10'-0" O.C. WITHOUT A SPECIFIC ENGINEERED DESIGN. NO CUTTING, DRILLING, NOTCHING, OR TRIMMING OF ANY TRUSS MEMBER IS PERMITTED. PURLIN GABLE DETAIL MII/SAC - 12 7115/2005 PAGE 1 OF 4 THE PURLIN GABLE TO BE LAID ON TOP OF THE HIP TRUSSES AND ATTACHED WHERE IT HAS CONTACT WITH THE TRUSSES BELOW. SEE DETAIL #2� SEE DETAIL JACKS ty) It r TZ �I SEE SHEET 2 OF 2 FOR ALL DETAILS ml I eK Inaustrles, Inc. Western Division STUD SPACING ON PURLIN GABLE TO BE LESS THAN OR EQUAL TO THE LEAST TOP CHORD PURLIN SPACING ON THE GIRDER OR HIP TRUSS. 5x5 7-0• 3x5 3x5 ALL PLATES TO BE 2x4 UNLESS OTHERWISE NOTED TYPICAL "PURLIN GABLE" REFER TO ENGINEERED TRUSS DRAWING FOR EACH INDIVIDUAL TRUSS SEE DETAIL #3 ® WARMNG - Verify deeign parameters and READ NOTES ON 27M AND INCLUDED MIT&K REFERENCE PAGE MM7473 BEFORE USE. Design void for use only with MRek connectors_ This design is based onfy upon poramelers shown, and k for an Individual building component. Applicability of design paramenters and pmpu incorpomllan of component Is responsibility of bkAdkig designer - not truss designer. Bracing shown Is for lateral support of 'individual web members any. Addlllanal temporary brachy to insure stability during construction is the respor Unity of the erecter. AddBtonal permanent bracing of the overall structure is the respons1billy of the building designer. For general guidance regarding fabrication, qualfly control storage, delivery. erection and bracing, consult ANSI/71`11 Quality Cdferla. DSB-89 and 8CS11 Building Component Safety Information avallabie from Truss Plate Institute, 583 D'Onofrlo Drive, Mocilson, VA 53719. 04,��0 :a�3Ij{Ot t 1 NO, C074486 EXP, 12-31-15 APR 2 8 2015 7777 Greenback Lane ems® suite 109 Citrus Heights, CA, 9501 MOW �y 4 ITT-rl�� FIRST COMMON PURLIN GABLt---�, . . : : i . G E v. v l L c f v THE PURLIN GABLE TO BE LAID ON TOP OF THE HIP TRUSSES AND ATTACHED WHERE IT HAS CONTACT WITH THE TRUSSES BELOW. SEE DETAIL #2� SEE DETAIL JACKS ty) It r TZ �I SEE SHEET 2 OF 2 FOR ALL DETAILS ml I eK Inaustrles, Inc. Western Division STUD SPACING ON PURLIN GABLE TO BE LESS THAN OR EQUAL TO THE LEAST TOP CHORD PURLIN SPACING ON THE GIRDER OR HIP TRUSS. 5x5 7-0• 3x5 3x5 ALL PLATES TO BE 2x4 UNLESS OTHERWISE NOTED TYPICAL "PURLIN GABLE" REFER TO ENGINEERED TRUSS DRAWING FOR EACH INDIVIDUAL TRUSS SEE DETAIL #3 ® WARMNG - Verify deeign parameters and READ NOTES ON 27M AND INCLUDED MIT&K REFERENCE PAGE MM7473 BEFORE USE. Design void for use only with MRek connectors_ This design is based onfy upon poramelers shown, and k for an Individual building component. Applicability of design paramenters and pmpu incorpomllan of component Is responsibility of bkAdkig designer - not truss designer. Bracing shown Is for lateral support of 'individual web members any. Addlllanal temporary brachy to insure stability during construction is the respor Unity of the erecter. AddBtonal permanent bracing of the overall structure is the respons1billy of the building designer. For general guidance regarding fabrication, qualfly control storage, delivery. erection and bracing, consult ANSI/71`11 Quality Cdferla. DSB-89 and 8CS11 Building Component Safety Information avallabie from Truss Plate Institute, 583 D'Onofrlo Drive, Mocilson, VA 53719. 04,��0 :a�3Ij{Ot t 1 NO, C074486 EXP, 12-31-15 APR 2 8 2015 7777 Greenback Lane ems® suite 109 Citrus Heights, CA, 9501 MOW �y 4 ITT-rl�� PURLIN GABLE DETAIL MII/SAC - 12 7/15/2005 PAGE 2 OF 4 -j 16d NAILS 6" O.C. , ATTACH 2x LEDGER TO FLAT TOP CHORD WITH 2 ROWS OF 10d NAILS (.131" DIAM. x 3") SPACED 9" O.C- GIRDER DETAIL #2 THE PURLIN GABLE DOES ALIGN WITH THE END OF THE F TOP CHORD SECTIOM1. / \ ' PURLIN GABLE FLAT TOP CHORD PORTION OF THE LOWER TRUSS TRUSS TOP CHORD DETAIL #4 MII eK Inaustries, Inc. Western Division 16d SINKER OR 16d BOX O.C. SPACING BY OTHERS THE TOP OF THE HIP GIRDER TRUSS AT THE BASE OF THE PURLIN GABLE IS DROPPED LESS THEN ALL THE OTHER HIP TRUSSES. THE BOTTOM EDGE OF THE PURLIN GABLE ALIGNS WITH THE LEFT FACE OF THIS TRUSS Iq AND BEARS ON TOP. / DETAIL #1 CONNECTION OF JACK TO HIP GIRDER TO BE DESIGNED BY OTHERS APEX DETAIL #3 IMPORTANT NOTE: ALL CONNECTION NAILING SHALL NOT SPLIT ANY LUMBER G z 0 O 0 U) ix LL NO. C:074486 EXP. 12-31 - I OF CAt* APR 2 8 2015 A WARNIM • Verify deign paramctars and READ NOTES ON TRIS AND INCLUDED MITER REFERENCE PAGE AM -7473 BEMIRE USE. 7777 Gfeenb3dc Lane Suite t09 Des void for use only wan ANTek conneclors. this design Is bar onty upo parameters sFro vn. and Fs la on ind'ividud lwlklirsg component. citrus Heights, CA. 9561 ApPicob� yy of design paramenters and proper hcorpcxatlan o componant�s resporu�billy of building designer no buss designer. &g. shown Ml Is for latera( sv�ppori of individual web members only. Addlibrna temporary bto _dry io Irnure sfobiity ciuringcOnslNClkxr tithe responsbf®ly of the erector. Ad �lbnal pe�nanenl hra qgof the overall structure h the respon of the bolding engner. For general gu' nce regar labricafiors, dually control storagecdeivery erection and bodng consult . /iPil Qualfy forlq DSI -84 and HCSIi BulAnp Component ji'� � Safety Infeernallon avalable from Truss Plate Insiluie. 583 D'Onofrb Drive, Madison, WI SW 19. MiTek PURLIN GABLE DETAIL MII/SAC - 12 7/15/2005 PAGE 3 OF 4 JA BY hill BR InUUSUIC5, Inc. Western Division �. PURLIN GABLE INKER OR 16d BOX SPACING BY OTHERS ® WARMt4G - 7—ify/ dv19n pommel— and READ NOTES ON THIS AND INCLUDED M77FK REFERENCE PAGE MU -7473 BEFORE USE. 0—lon void for use onb with Mgek connectors. chis designis ba}ed only upon paronmlers. shown, ofd Is jor an Individual building compone Solely Iniorrneflon avoilable from Truss Plate InsiBule, 583 D'Onoklo Drive. Madison. Wl id BOX OTHERS tot NCC074406 EXR 12-31-15 7777 Greenback lane --& M MESuites Heights, CA, 9561.1 MOW PURLIN GABLE DETAIL MII/SAC -12 7/15/2005 PAGE 4 OF 4 flims 16d SINKER OR 16d BOX TYPICAL PURLIN GABLE �1 — y -j LAST Hl 2-0-0 MAX ms s s -w n suuau zaa s u w. Westem Division RIDGE BLOCKING — FIRST COMMON 2X BLOCKIN W/CONNECTIONS W/FRAMING CONNECTORS BY OTHERS DETAIL #3 SUPPL. �0-0-12 TIGHTLY SET JOINT k I r �/. ^lw� � �1__ O E7Z— PURLIN GABLE DETAIL #4 SUPPL. 0-0-12 ROOF SHEATHING AND DIAPHRAGM NAILING BY OTHERS\ HIP SET TRU ROOF SHEATHING BY OTHERS HIP SET TRUSS �,�QFESSt{Q�, 050 Q NO, C074486 EXP. 11-31-15 IN Civil, �P PULiN GABLE HIP OF CAE � 0 WARNING - F-ify design purcmelsrs and READ NOTES Or; TVIS AND INCLUDED 1drrTX REFF�ENCE PAGE M]7-7473 BEFORE USE. 7777 Greenback Lane �� Sulo 109 Ded n vafid fa use only vrlih N4Tek connectors. jhis design k based only u 9 paanre ers shown a7sd Is ra an Individual fwllding comporsent. GWs Heights, CA, 9561 Apl p�catiy of des{gn ppaarramenlers and proper ncorporallon of component o responsty of b ding dasiyner - nol Inns designer. & shhown - h a lateral port d In�vidual web members only. Addillanal lempaaryb .o . io 1r.. lob fy during conziructbgn h the rezpo ty of the ab�rSoallond of o1Con roL seamaddego he ,ebnzlaru lure b the respons fY of the bu l& �� D BS -89 and BCSii vBlvdi dine C Component ■ t - Salety InfomsaHon avoilable from inns ftle Imillule, Ski D'D frlloo Drive,vMadNis PWI 53719 Csl 9 P M (Te DETAIL FOR COMMON AND END JACKS MIIISAC - 8 -40PSF 3/30/2004 JPAGEE 1 MAX LOADING (psf) (SPACING 2 0 0 I BRACING ( MiTetk Industries, Inc. TCLL 40.o Il Plates Increase 1.15 Western Division TCDL 14.o Re Stresss Incre YES BOT CHORD RTOP CHORD igid direct) a Iced. ectl D.a P g g y pp ' MINIMUM LUMBER SIZE AND GRADE TOP CHORD 2 X 4 SPF 1450F 1.3E BOT CHORD 2 X 4 SPF 145OF 1.3E LENGTH OF EXTENSION 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.(" MIN) NAILS 0 3" O.C. 2 ROWS i ,.2.0-0 1 "-0-- NOT E: 0 NOTE: / TOP CHORD PITCH: 3/128/12 BOTTOM CHORD PITCH: 0/12-4/12 PITCH DIFFERENCE BETWEEN TOP AND i BOTTOM CHORD TO BE "2" MIN. / \ SPACING= 24" O.C. / Z(0.162ZIA. PPT AND CONNECTION BY OTHERS OR 2-16d COMMON WIRE X 3.51 LGT TOE NAILS SUPPORTS SHALL BE PROVIDED 0 4'-0" O.C. ALONG THE EXTENSION OF TOP CHORD. CONN. W/3 16d COMMON WIR/E (0.16YDIA. X 3.5" LGT) TOE NAILS CONN. W/2 16d COMMON WIRE (01 'DIA X 3.5- LGT) TOE NAILS 6.0.0 8-0-0 t 6-0-0 EXT. I --- -------- ---�_ � 2-0-0 4-0-0 2-0_p EXT 0 2.0- j EXT. -•.•.. EXT. 2-0-0 '• CONN. W13 16d COMMON WIRE (0.162 -DIA. X 3.5" LOT) TOENAILS / V 4 — BOTTOM CHORD LENGTH MAY BE Z-0" OR A BEARING BLOCK. CONN. W216d COMMON WIRE(0.162"OW X 3.5") LGT TOE NAILS OR SEE DETAIL MI11SAC-7 FOR 2.0-08.0-0 PRESSURESLOCKING INFO. NOTE: NAIUNG SHALL BE SUCH THAT THE LUMBER DOES NOT SPLIT. ON NO. C76428 EXP. 12-31-16 CNI� g ��� OF SEP ('11� Z01:d A WApWNO . Verify design parameters and READ NOTES ON TATS AND INCLUDED I77'F.1 RZIMUNCE PAGE ma --7473 DEMP9 DSr, SuiteT777Greenback Lane109 eel' Design void for use only vAlh MITek conneclars. This design Is based arty upon parameters shown, and Is for an Individual bulldkng component. Citrus Heights, CA, 9581 Appicab6ly of design poromenters and proper incorporallon of component is respornfb6ty of binding designer- not Iruss designer. Bracing shown 6 for lateral support of Individual web memk a only. Addllional lemporory bracing to Insure stability during conslruc8an Is the resporsibllly of the erector. Addih'onal permanent bracing of the meral structure Is the responsibility of the building designer. for general guidance regarding fandcolfon, quolty confrd. storage. delivery. ereciton and tracing, consvp ANSI/TMI Quality Crilerlo, DS6.89 and i10511 Iuediny Component 4 Safety information available from Tens Plate institute. 583I70nofrio Drive, Madison. WI 53719. One* JANUARY 1, 2009 LATERAL TOE -NAIL DETAIL ST -TOENAIL -SP I==@ USA,ge 1 of 1 ® Inc.Inc.Inc. NOTES: TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 45 DEGREES WITH THE -MEMBER 0 0o AND MUST HAVE FULL WOOD SUPPORT. (NAIL MUST BE DRIVEN THROUGH AND EXIT AT THE BACK CORNER OF THE MEMBER END AS SHOWN. LULLU 2 THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. MiTek USA Inc. 3. ALLOWABLE VALUE SHALL. BE THE LESSER VALUE OF THE TWO SPECIES FOR MEMBERS OF DIFFERENT SPECIES. VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED, EXAMPLE: (3) - 16d NAILS (.162- diam. x 3.67 WITH SPF SPECIES BOTTOM CHORD For load duration inmase of 1.15: 3 (nails) X 84.5 (kYnaf7) X 1.15 (DOL) - 291.5 Ib Maximum Capacity ANGLE MAY VARY FROM 30'TO 60' 45.00' ANGLE MAY VARY FROM 30' TO 60' THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW (2x3, 2x4) 2 NAILS - NEAR SIDE NEAR SIDE 45.00' SIDE VIEW ) NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30' TO 60 _._ sena rr.<r. ... - _ r,, fr, rn.. .. u•.J X:. �_. .. , :t.:.LZ!v.: :... :�Lessgn voW for use oris Y%A We[ connecsas. Tha design is based oNy upon poramerers shown, cnd is for cni individual buAdkso camponeni. Apolcobllty of designs poramenters and (toper incorpofation of component is teso-sRolity of buldrng designer • not truss designer, Broc6ng shown Is for lateral support of frdMdslal web Membe¢ only. Addiftn0l temporary bracing to mate stobliity during constwOon a the responsibiltity of the erector. AdcBdond permonenttxocng of the overall structure is the responsibltity of the buifdng designer. For genera Qwdonce regording tabtioation, gwIty conbd, storage, dewery. erection and brocng, consult ANSVr191 Oualty Crlteda, OSB -89 and SCS11 Suflding Componenf Safety Irsformdtion avaiatsse bpm Truss Plore institute. 593 CrOnof Nye, Madison, w 53719. FEB 0 9 zo'7 45.00' 1-777 Gfeenback Ln. SUW 108 f Of- hla47htc. Co. 95610 I TOE -NAIL SINGLE SHEAR VALUES PER NDS 2001 (lbinall) DIAM. I SYP DF HF SPF SPF -S .131 88.0 80.6 69.9 68.4 59,7 p .135 93.5 85.6 74.2 72.6 63.4 J ' .162 106.8 99.6 WA 84.5 73.8 ri Z 128 74.2 67.9 58.9 57.6 50.3 1 .131 j 75.9 69.5 60.3 59.D 51.1 N .148 81.4 74.5 64.6 63.2 525 c -i VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED, EXAMPLE: (3) - 16d NAILS (.162- diam. x 3.67 WITH SPF SPECIES BOTTOM CHORD For load duration inmase of 1.15: 3 (nails) X 84.5 (kYnaf7) X 1.15 (DOL) - 291.5 Ib Maximum Capacity ANGLE MAY VARY FROM 30'TO 60' 45.00' ANGLE MAY VARY FROM 30' TO 60' THIS DETAIL APPLICABLE TO THE THREE END DETAILS SHOWN BELOW VIEWS SHOWN ARE FOR ILLUSTRATION PURPOSES ONLY SIDE VIEW (2x3, 2x4) 2 NAILS - NEAR SIDE NEAR SIDE 45.00' SIDE VIEW ) NEAR SIDE NEAR SIDE NEAR SIDE ANGLE MAY VARY FROM 30' TO 60 _._ sena rr.<r. ... - _ r,, fr, rn.. .. u•.J X:. �_. .. , :t.:.LZ!v.: :... :�Lessgn voW for use oris Y%A We[ connecsas. Tha design is based oNy upon poramerers shown, cnd is for cni individual buAdkso camponeni. Apolcobllty of designs poramenters and (toper incorpofation of component is teso-sRolity of buldrng designer • not truss designer, Broc6ng shown Is for lateral support of frdMdslal web Membe¢ only. Addiftn0l temporary bracing to mate stobliity during constwOon a the responsibiltity of the erector. AdcBdond permonenttxocng of the overall structure is the responsibltity of the buifdng designer. For genera Qwdonce regording tabtioation, gwIty conbd, storage, dewery. erection and brocng, consult ANSVr191 Oualty Crlteda, OSB -89 and SCS11 Suflding Componenf Safety Irsformdtion avaiatsse bpm Truss Plore institute. 593 CrOnof Nye, Madison, w 53719. FEB 0 9 zo'7 45.00' 1-777 Gfeenback Ln. SUW 108 f Of- hla47htc. Co. 95610 I AUGUST 1, 2016 ( CONVENTIONAL VALLEY FRAMING DETAIL ! M11-VALLEY1 /// == ® MI7ek USA, Inc. M(Tek USA, Inc. e RIDGE BOARD GABLE END, COMMON TRUSS L? 0) 2 ( SEE NOTE *6) OR GIRDER TRUSS VALLEY RAFTERS ( SEE NOTE Y2) P 12 JSEN!=RA ECKICAU WS. VALLEY PLATE ( SEE NOTE #4) ( SEE NOTE 48 PLAN DRAWING \TRUSS TYPICAL POST (24' O.C. ) ( SEE NOTE VS) ---A / PLAN SECTION POST SHALL BE LOCATED ON SHEATHING ABOVE THE TOP CHORD OF EACH TRUSS. GABLE END, COMMON TRUSS OR GIRDER TRUSS TRUSS MUST BE SHEATHED NOTE: 46" O.C. MAXIMUM POST SPACING 1. NTH BASE TRUSSES ERECTED (INSTALLED), APPLY SHEATHING TO ■■// TOP CHORD OF SUPPORTING (SAM)TRUSSES. UVE LOAD = 30 PSF (MAX) 2. BRACE BOTTOM CHORDAND UFJMEMBERS PER TRUSS DESIGNS, DEAD LOAD = 15 PSF (MAX)B IMfrek*IebricAiaa, bntldsO 4"W fi"WhV lrc2Wed k m Praveal bgeM 01 V%NdUll Yup Mb angor OWd MWOM orgy. A.dMonal tedpazy and pt'aMON a c4v 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 ( L) GABLE END, (b) GIRDER TRUSS OR (c.) COMMON TRUSS TO THE ROOF SHEATHING. ASCE7-10 115 MPH (MWFRS) 4. INSTALL -2 x4 VALLEY PLATES. FASTEN TO EACH SUPPORTING TRUSS WITH (2) 16d (0.131'X 3.5j NAFLS. 5. SET 2 z 8 62 RIDGE BOARD. SUPPORT WITH 2 x a POSTS SPACED 48` D.C.. BEVEL BOTTOM OF POST TO SET EVENLY ON THE SHEATHING. FASTEN POST TO RIDGE WRH (4) 10d (0.131" X 37 NAILS. FASTEN POST TO ROOF SHEATHING WITH (3) 10d (0.131' X 71TOE4 AU. 8. FRAME VALLEY RAFTERS FROM PLATE VALLEY TO RIDGE BOARD. MAXIMUM RAFTER SPACING IS 24' O.C.. FASTEN VALLEY RAFTER TO RIDGE BEAM Willi (3) 16d (0.131' X 3a^1 TOE-NNLS. FASTEN VALLEY rk- ^ "r', lj ^�. RAFTER TO VALLEY PLATE V91TH (3) 18d (0.131' X 3.5') TOE -NAILS. - L 7. SUPPORT THE VALLEY RAFTERSWTH 2 x 4 POSTS 48" O.0 (OR LESS) ALONG EACH RAFTER. INSTALL POSTS INA STAGGERED PATTERNAS SHOWN ON PLAN DRAVNNG. ALUGN POSTSyd. WITH TRUSSES BELOW. FASTEN VALLEY RAFTER TO POST WITH (4) 10d (0.131• X 3') NAILS. FASTEN POST THROUGH SHEATHING TQ SUPPORTING TRUSS WITH ( 2) 16d (0.131' X 3.5) NAILS. BE2 x442OR BETTER SPRUCE PINE FIR. DOUG FIR LARC14 OR SOUTHERN S. YPSZxORSFCEEDING 75' SHALL BE M 4 PREASS EMB FEB 0,9 2017( LYFASTENED OGETHERVT}2ROVSOF SOd�X3NaLED (,1'r'ARIRAY•tiM/yd..IpnPrwrnlr+-I WAD M07EY dNTNIS A1�iKY.LPEO MtINC AeiF3tFNCE PA@EI 7/77rN. fOR.O�l.f58EFORE Us6-_.---- ■■// D -W -Ad I. use my wth Mrr.M txuv_wM Thh deslpn Is bssea «+y tpas P�� wwo and a w m Mx Mdw buadn9 wnpa M, est a tae%ayaeM. Belmatae meh0kIftds*mr no] w*1MaW=.bilydtdakgnDRsmkrsend"patly Ntewpwam Nz aesipnaeo the o a0 IMfrek*IebricAiaa, bntldsO 4"W fi"WhV lrc2Wed k m Praveal bgeM 01 V%NdUll Yup Mb angor OWd MWOM orgy. A.dMonal tedpazy and pt'aMON a c4v storage, delivery, aadba am trecbq Of tarn and tars kya"s. east ANNMni OaaWy Gdte+4 DS84s9 eM EM 9usdtng r ­" d 5a1otyltMomx4lm avaiaDle born Tnes PIA- Mdtun_ 21st N. lea OV -t. &M 212. A6.—dA VA 72114. j 7777 Gro ck Lane f U" 109 March 4, 2013 T -BRACE / [-BRACE DETAIL ST - T -BRACE ;moo_ aaa►a o© o� MiTek USA, Inc. Note: T -Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T -Brace / I -Brace must cover 90% of web length. Note: This detail NOT to be used to convert T -Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattern T -Brace size Nail Size Nail Spacing 1x4 or 1x6 10d I 8" o.c. 2x4 or 2x6 or 2x8 16d 8` O.C. Note: Nail along entire length of T -Brace / I - ( (On Two -Ply's Nail to Both Plies) U Nails Nails Web kBrace Nails/ / Nails _A( WTek USA, Inc. Page 1 of 1 Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 20 or 2x4 1 x4 ('} T -Brace 11x4 (') I -Brace 2xfi 1 x6 ('} T -Brace IM I -Brace 2x8 12x8 T -Brace 2x81 -Brace Brace Size for Two -Ply Truss FEB 0 9 2017 T -Brace / I -Brace must be same species and grade (or better) as web member. (') NOTE: If SP webs are used in the truss, ix4 or 1x6 SP braces must be stress 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 1 X bracing material, use IND 45 for T-Brace/1-Brace For SP truss lumber grades up to #1 with 1 X� bracing material, use IND 55 for T-Brace/I Brace '�.6. :G rc+:."Glfe•r 9rr4�}f A'cSf+(a Pv..k.�H'i'�-r �e:ai ii!:,9 X. 61. —,'.,5 kw lflrur e..". )+fCUM-u..% 7+' .F i;aF3'.n`-F,t-'' Cosign vers~^ for use or8y s Ath MiTek correctors. ibis design is based only tpor, parometers shown, one is for or, mclivktual bu?dung c.en.ponent. Aopicc0ldry of design paromenters and prow Incorperarion of component is responsibility of building, designer - not truss designer. eromg shown Is for laterd suppart of isd viduol web members airy. AddiMOnOt temporary bracing to insure dodlity dusng consimc iOn is the respm bii6ty of the erector. Addliond permanent bracing of the overall structure h the remonsibllty of tree iwdang aeslgner. For general gUcsance regarding fabrication, quadtyconMd. storage, de&very, mectionond booing, mnsLitt ANSSM11 QuoBy CAlwic, M-111 and SCS11 BuNding Component Safely kdonnatlon avadoble from Truss Plate Insfttute. 583 D'Cnohio Drive. Madson. wI 53719. 7777 Greenbaac 1h Sunt w too crtnrs Heights. Ca. 95810 Specified Continuous Rows of Lateral Bracing Web Size 1 1 2 2x3 or 2x4 2x4 1 -Brace 2x6 _2x4_T-B_race__ 2x6 T -Brace 2x6 I -Brace 2x8 12x8 T -Brace 12x8 I -Brace FEB 0 9 2017 T -Brace / I -Brace must be same species and grade (or better) as web member. (') NOTE: If SP webs are used in the truss, ix4 or 1x6 SP braces must be stress 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 1 X bracing material, use IND 45 for T-Brace/1-Brace For SP truss lumber grades up to #1 with 1 X� bracing material, use IND 55 for T-Brace/I Brace '�.6. :G rc+:."Glfe•r 9rr4�}f A'cSf+(a Pv..k.�H'i'�-r �e:ai ii!:,9 X. 61. —,'.,5 kw lflrur e..". )+fCUM-u..% 7+' .F i;aF3'.n`-F,t-'' Cosign vers~^ for use or8y s Ath MiTek correctors. ibis design is based only tpor, parometers shown, one is for or, mclivktual bu?dung c.en.ponent. Aopicc0ldry of design paromenters and prow Incorperarion of component is responsibility of building, designer - not truss designer. eromg shown Is for laterd suppart of isd viduol web members airy. AddiMOnOt temporary bracing to insure dodlity dusng consimc iOn is the respm bii6ty of the erector. Addliond permanent bracing of the overall structure h the remonsibllty of tree iwdang aeslgner. For general gUcsance regarding fabrication, quadtyconMd. storage, de&very, mectionond booing, mnsLitt ANSSM11 QuoBy CAlwic, M-111 and SCS11 BuNding Component Safely kdonnatlon avadoble from Truss Plate Insfttute. 583 D'Cnohio Drive. Madson. wI 53719. 7777 Greenbaac 1h Sunt w too crtnrs Heights. Ca. 95810 JANUARY 1, 2009 1 1 L -BRACE DETAIL I ST - L -BRACE 00 ro_ 00 KHTek USA, Inc, Nailing Pattern L -Brace size Nail Size Nail Spacing 1x4 or 6 10d 8" o.c. 2x4, 6, or 8 16d Note: Nail along entire length of L -Brace (On Two -Ply's Nail to Both Plies) WE Nails hMTek USA Irr- Page 1 of 1 Note: L -Bracing to be used when continuous lateral bracing is impractical. L -brace must cover 9t1a/a of web length. Web L -Brace must be same species grade (or better) as web member. L -Brace Size for One -Ply Truss " DIRECT SUBSTITUTION NOT APLICABLE. L -Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size j 1 1 2 2x3 or 2x4 ZA •_* 2x6 2x6 I "" -DIRECT SUBSTITUTION NOT APLICABLE. .resign, valid or use cnti wA0h neTe¢ connector_. ins design rscased cny upon,.a�ome.ers snow. a1c s ._ an r.c.viduol buZdr.q ccxnaonen.. Applicability of design paromentertana proper Incorporation of component Is respord"ty of Wading designer . not truss designer. 9. acing r5 strewn - Is far lateral Support of Indviduoi web rnenlbeonly. ACWnW IIotemporary bracing to insure ttadiity doing construction k IM responsdAllyof Nie - erector. Additionol permanent tracing of the overall structure is the respon�/y of the building designer, for general gufxnce regvdng wcw;o' !obricofiem quoity control. storage, delivery. erecionrndbmcing. consul) ANSI/Ml Ouotty Crilorla, 058-89 and 9CS11 11u11d!ng Campormrd ;��" Seely Womtallon avoioble from lrvss Rate Institute, 583 C'Onofdo Dnye. moc4on., wl 59719. Ckft Hei thts. . f 10 109 PWru Heyhlt. f,;e. 95E10 Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 1x4 *** 2x6 1x6 "** 2x8 2x8 **` " DIRECT SUBSTITUTION NOT APLICABLE. L -Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size j 1 1 2 2x3 or 2x4 ZA •_* 2x6 2x6 I "" -DIRECT SUBSTITUTION NOT APLICABLE. .resign, valid or use cnti wA0h neTe¢ connector_. ins design rscased cny upon,.a�ome.ers snow. a1c s ._ an r.c.viduol buZdr.q ccxnaonen.. Applicability of design paromentertana proper Incorporation of component Is respord"ty of Wading designer . not truss designer. 9. acing r5 strewn - Is far lateral Support of Indviduoi web rnenlbeonly. ACWnW IIotemporary bracing to insure ttadiity doing construction k IM responsdAllyof Nie - erector. Additionol permanent tracing of the overall structure is the respon�/y of the building designer, for general gufxnce regvdng wcw;o' !obricofiem quoity control. storage, delivery. erecionrndbmcing. consul) ANSI/Ml Ouotty Crilorla, 058-89 and 9CS11 11u11d!ng Campormrd ;��" Seely Womtallon avoioble from lrvss Rate Institute, 583 C'Onofdo Dnye. moc4on., wl 59719. Ckft Hei thts. . f 10 109 PWru Heyhlt. f,;e. 95E10 JANUARY 1, 2009 ®R V 0 00 MTek USA, Inc. SCAB -BRACE DETAIL I ST - SCAB -BRACE 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'. THIS DETAIL IS NOT APLICABLE WHEN BRACING IS — REQUIRED AT 1/3 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. t MAXIMUM WEB AXIAL FORCE = 25M lbs MAXIMUM WEB LENGTH = 12'-0" 2x4 MINIMUM WEB SIZE SCAB BRACE MINIMUM WEB GRADE OF #3 01 Nails Section Detail Scab-BraceAc 10N o C-1 Web r__ e- -7-4 Scab -Brace must be same species grade (or better) as web member. 'AV Z�Qjl Cj�3 US 0 9 Mi-rek USA, Inc. Design vaiid for use orvy with Wok connectors. This desian is based orgy LApm =c,nefem shown. and is for mi inciivicAd ourkiing component. ApplicabMity of design Do"ortersten and croperincorporolion of component is resport3lbiliTy of btfildrig, designer -not truss designer, Bracing shown is for lateral Pipport of inclividLX31 web Members only. Additional temporary brocing to kaure staUM during construction Is the responsUNIfity of the erector. AcIcirgonal pe"nonerst txocing of the overall structure is the responsibility of the buitcling desiqner. Fp general guidance regorcing totriccrtion, quofity control, storage. clelivery, efec6on and bracing. =r" AWWPII Quality Criteria, DS&.8t and 0CS11 6,41clIng Corriponem lits" Wortnalion crvadable horn Truss Piate "liMe. 583 Mnotna Drive. Mocfrson, W1 53719. Page I of I 7777 Greenback Ln. SOW# 109 CtUtis Heights. Ca. 95610 0 s_ U � o m Re: 0617213 Pertuit 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: R51418975 thru R51419081 My license renewal date for the state of California is March 31, 2018. QRpFESS/p� S E000 �F2c P F U W C 75435 c R, W X *` EXP. 03131/2018 /* August 15,2017 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. Job Truss Truss Type Qty Ply rtuit I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 R51418975 Pe 0617213 A01 Hip Girder 1 2 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.39 Vert(CT) -0.71 JReference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:54:58 2017 Page 1 ID:hZV EgGBggcE4mZGGaf5Elqyz9FT-KseuiMh3YfS92BDjVNI2eBxdbAfPfaPOOvAvbDyrdKh 2-0 0 3-3 4 6 0-0 I 11-2-2 16 6-0 I 21-9 14 27-0 0 29 8 12 33�_135-0-0 2.0 0 3-3 4 2.8.12 5.2.2 5 3-14 5 3-14 5 2-2 2.8-12 3-3-0 2.0.0 Scale = 1:62.3 2x4 i I; nn rv, ry nv V nn n�. nm n,� nV Mt• MV 4x6 = 2x4 II 2x4 II 6x6 = 20 II 2x4 II 4x6 = 3-3-4 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.42 Vert(LL) -0.20 P >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.39 Vert(CT) -0.71 P >560 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.49 Horz(CT) 0.14 K n/a n/a BCDL 10.0 Code IBC2015ITP12014 Matrix -MSH Weight: 362 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD BOT CHORD 2X6 DF SS G WEBS 2X4 DF Stud/Std G BOT CHORD REACTIONS. (Ib/size) B=2869/0-5-8, K=2870/0-5-8 Max Horz B=-63(LC 32) Max Uplift B=-423(LC 8), K=-424(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-5611/846, C -D=-5691/903, D -E=-5038/821, E -F=-8563/1392, F -H=-8563/1392, H -1= -5040/821,1 -J= -5693/904,)-K=-5614/847 BOT CHORD B -T= -737/4984,S -T=-737/4984, R -S=-1212/7712, P -R=-1212/7712, O -P=-1187/7715, N-0=-1187/7715, M -N=-709/4986, K -M=-709/4986 WEBS C -S=-158/275, D -S=-216/2003, E -S=-3066/538, E -R=0/404, E -P=-173/999, F -P=-670/289, H -P=-171/994, H-0=0/404, H -N=-3069/538, I -N=-216/2004, J -N=-159/275 Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (4-6-13 max.): D -I. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (13) 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; 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 5) Provide adequate drainage to prevent water ponding. 6) All plates are 4x8 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' 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-" wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 8=423, K=424. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 40 TEODO <o \ uJ CC w G 75435 � A EXP, 03/31/2018 * August 15,2017 A WARNING - Verify desfgn parameters and READ NOTES ON THIS AND INCLUDED NITEK 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 Innis a Ins 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 1116Te1.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MOW 1111 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlrTPl1 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 Hal his CA 95610 Job Truss Truss Type Qty Ply Pertuil R51418975 0617213 A01 Hip Girder 1 2 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:54:58 2017 Page 2 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-KseuiMh3YfS92BDj WII2eBxdbAfPfaPDOvAvbDyndKh NOTES- (13) 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 120 Ib down and 96 Ib up at 6-0-0, 101 Ib down and 96 Ib up at 8-0-12, 101 Ib down and 96 Ib up at 10-0-12, 101 Ib down and 96 Ib up at 12-0-12, 101 Ib down and 96 Ib up at 14-0-12, 101 Ib down and 96 Ib up at 16-0-12, 101 Ib down and 96 Ib up at 16-11-4, 101 Ib down and 96 Ib up at 18-11-4, 101 Ib down and 96 Ib up at 20-114, 101 Ib down and 96 Ib up at 22-11-4, and 101 Ib down and 96 Ib up at 24-114, and 120 Ib down and 96 Ib up at 27-0-0 on top chord, and 375 Ib down and 73 Ib up at 6-0-0, 71 Ib down at 8-0-12, 71 Ib down at 10-0-12, 71 Ib down at 12-0-12, 71 Ib down at 14-0-12, 71 Ib down at 16-0-12, 71 Ib down at 16-11-4, 71 Ib down at 18-11-4, 71 Ib down at 20-114, 71 Ib down at 22-114, and 71 Ib down at 24-114, and 375 Ib down and 73 Ib up at 26-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) 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=-70, D-1=-70, I -L=-70, B -K=-20 Concentrated Loads (lb) Vert: D= -101(F) G= -101(F) S= -375(F) N= -375(F) 1=-101(F) Y= -101(F) Z= -101(F) AA= -101(F) AB= -101(F) AC= -101(F) AD= -101(F) AE= -101(F) AF= -101(F) AG= -101(F) AH= -52(F) AI= -52(F) AJ= -52(F) AK= -52(F) AL= -52(F) AM= -52(F) AN= -52(F) AO= -52(F) AP= -52(F) AQ= -52(F) AWARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111I1.7473 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 MOW always required for stability and to prevent collapse with posslble 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 Pertuit LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD 851416976 0617213 A02 Hip 1 1 2-0-0 oc purlins (3-7-10 max.): D -G. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:54:59 2017 Page 1 1 D: hZV EqG BggcE4mZGGafSE Igyz9FT-o2CGviihJzaOg Low3TG H BOU pvZ_dOxMNcZwS8fyndKg It -6 -0-0 1 4-3-4 I 8 0 0 I 13-7-7 I 19-4-9 F 25-0-0 1 28 8.12 1 33-0-0 135 0-0 2-0-0 4-3 4 3-8-12 5.7.7 5.9.3 5 7.7 3-8-12 4.3 4 2-O 0 Scale = 1:61.3 4x6 = 4x8 = 3x4 = 4x6 = 06 = 2x4 II 08 = 2x4 II 48 = 3x4 = 08 = 2x4 II 4x6 LOADING (psf) TCLL 20.0 TCDL 15.0 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 0.32 BC 0.46 WB 0.89 Matrix -MSH DEFL. in Vert(LL) -0.15 Vert(CT) -0.54 Horz(CT) 0.18 (loc) Vdefl Lid M-0 >999 240 M-0 >731 180 1 n/a n/a PLATES GRIP MT20 220/195 Weight: 161 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-10 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except WEBS 2X4 DF Stud/Std G 2-0-0 oc purlins (3-7-10 max.): D -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) B=1625/0-5-8, 1=1625/0-5-8 Max Horz B=80(LC 12) Max Uplift B=-105(LC 12), I=-105(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2836/479, C -D=-2574/465, D -E=-2246/443, E -F=-3057/570, F -G=-2246/443, G -H=-2574/466, H-1=-2836/478 BOT CHORD B -Q=-303/2480, P -Q=-303/2480, O -P=-371/3056, M-0=-371/3056, L -M=-374/3057, K -L= -333/2480,1-K=-333/2480 WEBS D -P=-83/796, E -P=-1048/176, F -L=-1049/175, G -L=-83/796 NOTES- (9) 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 and C -C Extedor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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. QROFESS/;jN 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 1E00 B=105, 1=105. 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. CO J y 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. W C 75435rn UJ Of * EXR 03131/5018 August 15,2017 ,& 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 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, a" ANSI/TP11 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 HeiQhts, CA 95610 Job Truss Truss Type Oty Ply Pertuit LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD R51418?77 0617213 A03 Hip 1 1 2-0-0 oc purlins (4-2-4 max.): D -F. E-N,E-K: 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:00 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-HFme62JJ4GItHVN6dAo"c1 zszLT7XsWrDf?g6yndKf 5-3-4 10 0 0 16 6 0 I 23 0.0 27-8-12 33-M 35-0-0 i 2-0-0 5-3-0 4-8 12 6 6 0 6 6-0 4-8-12 5-3-4 2-0.0 46 = 48 = 4x6 = Scale = 1:61.3 46 = 20 II 4x8 = 4x6 = 2x4 II 4xB = 2x4 II 4x6 = LOADING (psi) TCLL 20.0 TCDL 15.0 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/TP12014 CSI. TC 0.44 BC 0.42 WB 0.30 Matrix -MSH DEFL. in Vert(LL) -0.11 Vert(CT) -0.43 Horz(CT) 0.16 (loc) I/deft Ud L >999 240 K -L >928 180 H n/a n/a PLATES GRIP MT20 220/195 Weight: 159 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc purlins, BOT CHORD 2X4 OF No. 1&Btr G except WEBS 2X4 DF Stud/Std G *Except' 2-0-0 oc purlins (4-2-4 max.): D -F. E-N,E-K: 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at irl E -N, E -K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Iblsize) B=1625/0-5-8, H=1625/0-5-8 Max Horz B=96(LC 12) Max Uplift B=-126(LC 12), H=-126(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2813/493, C -D=-2403/460, D -E=-2078/445, E -F=-20781445, F -G=-2403/460, G -H=-2813/493 BOT CHORD B -O=-309/2451, N -O=-309/2451, L -N=-281/2538, K -L=-281/2538, J -K=-334/2452, H -J=-334/2452 WEBS C -N=-417/146, D -N=-62/674, E -N=-676/130, E -L=01277, E-0-676/130, F-0-62/674, G -K=-417/146 NOTES- (9) 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. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 QROFESS/pN will fit between the bottom chord and any other members, with BCDL = 10.0psf. t�0 6) A plate rating reduction of 20% has been applied for the green lumber members. �t`Q �� 1 E0z) Fye 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Ot=1b) JQ tom( B=126, H=126. o C 75435 r' m 8) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. uJ W C M 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. * EXP. 03/31/2018 "fi OFCAt�' August 15,2017 A WARNING . Vertly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10103/2015 BEFORE USE. wl* 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 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 Chruti H i hts 95610 Job TrussTruss Type Oty Ply Pertuit 1.15 TCDL 15.0 Lumber DOL 1.15 R51418978 0617213 A04 Hip 1 1 Code IBC2015/TPI2014 WB 0.42 Horz(CT) 0.14 H n/a Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:01 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-IRK1 KOjxrarkvfxlBuJIGpZASNeksyGg4tPZCYyndKe 2-0-0 26 .3 4 1 12-0-0 166-0 21-0-0 28-8-12 33 0 0 1 35 2 0 0 6.3 4 5-6-12 4 6 0 4-6-0 5 8 12 6-3 4 2-0-0 4x6 30 = 4x6 = Scale = 1:6'.3 06 = 20 II 4x8 = 08 = 4x8 = 2x4 II 4x6 = LOADING (psf) SPACING -2-0-0 in TCLL 20.0 Plate Grip DOL 1.15 TCDL 15.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC2015/TPI2014 CSI. DEFL. in (loc) I/deft L/d TC 0.32 Vert(LL) -0.19 K -M >999 240 BC 0.61 Vert(CT) -0.67 K -M >593 180 WB 0.42 Horz(CT) 0.14 H n/a nla Matrix -MSH TE�aQ� Fy UQ C 75435 LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btf G TOP CHORD BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF Stud/Std G "Except* BOT CHORD E-M,E-K: 2X4 DF No. 1&Btr G REACTIONS. (Ib/size) B=1625/0-5-8, H=1625/0-5-8 Max Horz B=112(LC 12) Max Uplift B=-145(LC 12), H=-145(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2774/506, C -D=-2233/447, D -E=-1906/438, E -F=-1906/438, F -G=-2233/447, G -H=-2774/506 BOT CHORD B -N=-315/2409, M -N=-315/2409, K -M=-207/2050, J-0-336/2409, H -J=-336/2409 WEBS C -M=-569/202, D -M=-63/629, E -M=-353/126, E -K=-353/126, F -K=-63/629, G -K=-569/202 PLATES GRIP MT20 220/195 Weight: 159 Ib FT = 20% Structural wood sheathing directly applied or 3-9-1 oc purlins, except 2-0-0 oc purlins (4-8-13 max.): D -F. 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- (9) 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 and C -C Extedor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 DO 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(s) except (jt=1b) B=145, H=145. QRQFESSi 8) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. TE�aQ� Fy UQ C 75435 UJ T * EXP. 03131/2018 August 15,2017 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473re, IOM312015 BEFORE USE. wt 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 itAiT®k' 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 ANSIITPII 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 Qftrms Heights, A 95610 Job Truss Truss Type Qty Ply Pertuil CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 8514189,79 0617213 A05 HIP 1 1 Lumber DOL 1.15 BC 0.64 Vert(CT) -0.56 L -M >705 180 BCLL 0.0 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. TUB Aug 1510:55:02 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-DduPXkkZcuzbXpW Vlbq_ol6Hgn_VbMXpJX86kyndKd (-0-07-3.4 14 0-0 19.0-0 I 25 8-12 33-0.0 35 0 0 2-0-0 7-3-4 8 8-12 5-M 6 8-12 7-34 11 5x6 = 5x6 = Scale = 1:62.3 06 = 2x4 II 3x6 = 4x6 II 400 = 2x4 II 4x6 = 4x10 = 7-34 6.8-12 5-0-0 6-8-12 7-3-4 Plate Offsets (X,Y)— [J:0 -1-12,0-2-01,[L:0-2-4.0-1-121 LOADING (pat) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.47 Vert(LL) -0.30 L -M >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.64 Vert(CT) -0.56 L -M >705 180 BCLL 0.0 Rep Stress Incr YES WB 0.61 Horz(CT) 0.14 G n/a n/a BCDL 10.0 Code IBC2015ITP12014 Matrix -MSH Weight: 165 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. t&Btr G *Except* TOP CHORD Structural wood sheathing directly applied or 3-5-4 oc purlins, except D -E: 2X6 DF SS G 2-0-0 oc purlins (6-0-0 max.): D -E. BOT CHORD 2X4 DF No. 1&Btr G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. J -L: 2x8 DF SS MiTek recommends that Stabilizers WEBS 2X4 DF Stud/Std G *Except* and required cross bracing be installed during truss erection, C-L,F-J: 2X4 DF No.1&Btr G in accordance with Stabilizer Installation Guide. REACTIONS. (Ib/size) B=1725/0-5-8, G=1725/0-5-8 Max Horz B=128(LC 12) Max Uplift B=-61 (LC 12), G=-61 (LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2953/292, C -D=-2271/224, D -E=-1927/245, E -F=-2271/224, F -G=-2953/291 BOT CHORD B -M=-116/2558, L -M=-116/2558, J -L=0/1926, I -J=-133/2558, G -I=-133/2558 WEBS C -M=0/291, C -L=-798/243, D -L=-421503, E -J=-421502, FJ= -798/244, F-1=0/291 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. ll; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) 200.0Ib AC unit load placed on the top chord, 16-6-0 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 DO 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 = 1 O.Opsf. 7) A plate rating reduction of 20% has been applied for the green lumber members. QROFESS/OM 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, G. �Q �Fy 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. �Q Q TEODO S� 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q� G1- NC L C 75435 EXP, 03/31/2018 I h- * * August 15,2017 AWARNING . 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 verity the applicability of design parameters and property incorporate this design into the overall building desigi. 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, 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 Job Truss Truss Type Qty Ply Pertuit LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD 851418980 0617213 A06 HIP 1 1 Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 OF Stud/Std G JOINTS 1 Brace at Jt(s): P Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:04 2017 Page 1 I D: hZV E q GBggcE4 mZGGaf5 E Igyz9FT-9079yPmq 7V D I m7gtsOsSu SBZLael3 Fh6m rd DptyndKb -2-0-0 8-3-4 14- - 16-0-0 7 19-0-0 24-8-12 35- - 2-0-0 8-3-4 5-8.12 2-0-0 -0-0 2-" 5-8-12 8-3-4 2.0-0 4x6 = 6.00 12 _ _ 4x6 = Scale = 1:63.3 4x6 = 2x4 II 5x8 = 4x6 II 4x6 II 400 = 2x4 II 4x6 = 4x10 = LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC20151TPI2014 CSI. TC 0.73 BC 0.65 WB 0.69 Matrix -MSH DEFL, in Vert(LL) -0.25 Vert(CT) -0.49 Horz(CT) 0.13 (loc) I/deb L/d M-0 >999 240 M-0 >805 180 1 n/a n/a PLATES GRIP MT20 220/195 Weight: 171 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-1 oc purlins, except BOT CHORD 2X4 OF No. 1&Btr G *Except* 2-0-0 oc purlins (6-0-0 max.): E -F. L -M: 2x8 OF SS BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 OF Stud/Std G JOINTS 1 Brace at Jt(s): P MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=1725/0-5-8, 1=1725/0-5-8 Max Horz B=144(LC 12) Max Uplift B=-75(LC 12), 1=-75(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2883/291, C -D=-2237/250, D -E=-521/44, E -F=-397/34, F -G=-521144, G -H=-2237/250, H-1=-2883/291 BOT CHORD B -O=-102/2478, M -O=-10312474, L -M=011905, K -L=-117/2474, I -K=-116/2478 WEBS C-0=01320, C -M=-809/237, H -L=-809/237, H-00/320, D -M=-72/554, G -L=-72/554, D -P=-1500/262, P -Q=-1508/263, G -Q=-1500/262 NOTES- (10) 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. 11; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Extedor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) 200.0Ib AC unit load placed on the top chord, 16-6-0 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 ??,oFESS/pN will fit between the bottom chord and any other members, with BCDL = 10.Opsf. ��O TEOQ q�F 7) A plate rating reduction of 20% has been applied for the green lumber members. tv O ti 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, I, cq JQ� sem( Z 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. tQ C 75435 � 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Lu rn * EXP. 03/31/2018 August 15,2017 AWARNING - 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 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 WOW 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, sae 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 Cbru H 'his CA 95810 Job Truss Truss Type Qty Ply Pertuit PLATES GRIP MT20 220/195 Weight: 164 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. t&Btr G 851418981 0617213 A07 ROOF SPECIAL 3 1 4-2-15 oc bracing: L -M. WEBS 2X4 DF Stud/Std G 1 Row at midpt C -M WEDGE Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MITek Industries, Inc. Tue Aug 15 10:55:05 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elgyz9FT-dCZXAlmSupL90GF3QJNhQfkmT zjoh4F?UNmLJyndKa 5 3-0 10-5-0 1 12 0-8 16-3-5 1 22-1-11 28.6-8 30 6 8 5-3.0 5-2-0 1-7-8 4-2-13 5.10-5 6-4-13 5x 4x6 = 5x6 4x10 II 4x6 II 4x6 11 4x12 = 2x4 II Scale = 1:55.6 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015rrP12014 CSI. TC 0.64 BC 0.73 WB 0.75 Matrix -MSH DEFL. in Vert(LL) -0.12 Vert(CT) -0.48 Horz(CT) 0.14 (loc) I/defl Lid J -K >999 240 J -K >446 180 H n/a n/a PLATES GRIP MT20 220/195 Weight: 164 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. t&Btr G TOP CHORD Structural wood sheathing directly applied or 5-7-13 oc purlins. BOT CHORD 2X4 DF No. 1&Btr G *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: K -L: 2x8 DF SS 4-2-15 oc bracing: L -M. WEBS 2X4 DF Stud/Std G 1 Row at midpt C -M WEDGE WEBS 1 Row at midpt B -P Left: 2x4 DF Stud/Std -G JOINTS 1 Brace at Jt(s): 0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) L=1579/0-3-8, H=929/0-5-8, A=401/Mechanical Max Horz A=-212(LC 13) Max Uplift H=-187(LC 13), A=-87(LC 12) Max Grav L=1579(LC 1), H=929(LC 1), A=430(LC 23) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-542/296, B -C=-50/2284, C -D=0/894, D -E=-31/997, E -G=-595/294, G -H=-1266/332 BOT CHORD A -N=-102/431, M -N=0/475, L -M=-1381/0, M -P=-1356/0, C -P=-2186/71, K -L=-0/459, J -K=-176/1060, H -J=-176/1060 WEBS B -N=0/398, E -K=-18/360, G -K=-706/204, G -J=0/305, O -P=-2469/344, E-0=-1255/336, D -O=-976/0, C -O=-11/1701, N -P=-399/193, B -P=-2368/379 NOTES- (9) 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 and C -C, Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) 200.0Ib AC unit load placed on the top chord, 12-0-8 from left end, supported at two points, 4-0-0 apart. QROFESS/6 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �tv� iEOD 9(� 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 �✓� �S t- will fit between the bottom chord and any other members, with BCDL = 10.Opsf. _Co 6) A plate rating reduction of 20% has been applied for the green lumber members. W C 75435 C m 7) Refer to girder(s) for truss to truss connections. rn 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at JDInt(s) A except Ot=1b) EXP. 03/31/2018 H=187. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co., August 15,2017 A WARNING - VerNy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 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 ANSI/TP11 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 Helahts. CA 95610 Job Truss Truss Type Qty Ply Pertuit 1.15 TCDL 15.0 Lumber DOL 1.15 R51418982 0617213 B01 Hip Girder 1 10.0 Code IBC2015/TPI2014 Weight: 510 Ib FT = 20% BRACING - Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:07 2017 Page 1 ID: hZVEgGBggcE4mZGGaf5Elqyz9FT-Zbh I aRoiQQbtdaPSX8O9V4pAjojgGaaYSostOCyndKY 2-0-0T 3-3-4 1 6-0-0 10-10 2 1 1510:42 8 4 i 20 6 6 254-8 29 5 4 33 6 0 { 38-2-12 43 6-0 145 6-0 2-0-0 3-3-4 2-8.12 4-10-2 4-10.2 4-10-2 4-10-2 4-0-12 4-0-12 4-8-12 5-3-4 2-0-0 I ai 5x6 = 6.00 12 4x8 = 3x4 11 2x4 II 5x10 = 3x6 = 4x8 = 5x6 = Scale = 1:81.3 LOADING (psf7 SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 15.0 Lumber DOL 1.15 BC LL 0.0 ' Rep Stress Incr NO BC DL 10.0 Code IBC2015/TPI2014 LUMBER - DEFL, in TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X6 OF SS G "Except' U -V >999 240 I -R: 2X4 DF Stud/Std G WEBS 2X4 OF Stud/Std G 3x4 II 4x4 = 4x8 = 2x4 II 4x6 = CSI, DEFL, in (loc) I/deft Lid PLATES GRIP TC 0.33 Vert(LL) -0.08 U -V >999 240 MT20 2201195 BC 0.50 Vert(CT) -0.28 U -V >999 180 WB 0.75 Horz(CT) 0.04 R n/a n/a Matflx-MSH Weight: 510 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): D -K. BOT CHORD Rigid ceiling directly applied or 5-10-15 oc bracing. REACTIONS. (Ib/size) B=2058/0-5-8, R=3560/0-3-8, M=517/0-5-8 Max Horz B=-138(LC 9) Max Uplift B=-243(LC 8), R=-448(LC 4), M=-296(LC 28) Max Grav B=2066(LC 19), R=3560(LC 1), M=670(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-3858/441, C -D=-3816/468, D -E=-3376/426, E -F=-3873/642, F -G=-3873/642, G -I=-291/2655, I -J=-295/2678, J -K=331/464, K -L=-034/490, L -M=-864/510 BOT CHORD B -Y=-353/3420, X -Y=-353/3420, V -X=-543/4562, U -V=-543/4562, T -U=-139/970, S -T=139/970, R -S= -3529/467,1 -S= -354/119,P -Q=-809/175, O -P=-360/732, M -O=-360/732 WEBS D -X=-95/1223, E -X=-1405/247, E -V=0/479, E -U=-813/0, F -U=-422/180, G -U=-495/3379, G -S=-4103/582, Q -S=-810/188, J -S=-2372/291, J -Q=-34/449, J -P=-78/939, K -P=-358/95, L -P=-522/132 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, 2x4 - 1 row 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. 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) 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 fora 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. 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 100 lb uplift at joint(s) except (jt=lb) B=243, R=448, M=296. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LU C 75435 N� M * EXP. 03/31/2018 9 FOFCAIt August 15,2017 ,& WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE. of' 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, aae 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 Chnii Heights,A 95610 Job Truss Truss Type Qty Ply Pertuit 851418982 0617213 801 Hip Girder 1 2 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:07 2017 Page 2 I D: hZV EqG BggcE4mZGGaf5 E I gyz9 FT-Zbh la RoIQQbtd a P SX8O9V4 pAjojgGa aYSostOCynd KY NOTES- (12) 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 120 Ib down and 96 Ib up at 6-0-0, 120 Ib down and 25 Ib up at 8-0-12, 120 Ib down and 25 Ib up at 10-0-12, and 112 Ib down and 101 Ib up at 12-0-12, and 112 Ib down and 101 Ib up at 14-0-12 on top chord, and 375 Ib down and 73 Ib up at 6-0-0, 71 Ib down at 8-0-12, 71 Ib down at 10-0-12, 76 Ib down at 12-0.12, and 76 lb down at 14-0-12, and 801 Ib down and 192 Ib up at 14-10-0 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=-70, D -K=-70, K -N=-70, B -S=-20, M -R=-20 - Concentrated Loads (lb) Vert: D= -101(F) W= -52(F) X= -375(F) AD= -101(F) AE= -101(F) AF= -112(F) AG= -112(F) AH= -52(F) AI= -65(F) AJ= -65(F) AK= -801(F) A WARNING - Vadfy 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 e buss 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 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 Heinitts. CA 95610 Job Truss Truss Type Qty Ply Pertuil PLATES GRIP MT20 220/195 Weight: 231 Ib FT = 20% LUMBER. BRACING - TOP CHORD 2X4 OF No. 1&Btr G 851418983 0617213 B02 Roof Special 1 1 BOT CHORD Rigid ceiling directly applied or 4-4-2 oc bracing. D-T,D-Q,G-N: 2X4 DF No.1 &Btr G WEBS 1 Row at midpt D -Q, G -P Job Reference o fional Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:08 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-2nFgonpKBkjkFk e5sxO21MFYC3D74RhhSbRyeyndKX i -200 , 8-0-0 15.3.0 226-0 25.47-0-0 I 31-2.13 i 37-i-3 j 43-8-0 145.6-0 2-0.0 7-3-0 7.3-0 2-10-8 1-7-8 4-2.13 5.10.52-0-0 4x6 11 30 I F Scale = 1:79.9 3x6 II 5x10 = 2x4 II LOADING (psf) TCLL 20.0 TCDL 15.0 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 0.71 BC 0.49 WB 0.52 Matrix -MSH DEFL, in Vert(LL) 0.10 Vert(CT) -0.35 Horz(CT) 0.04 (loc) I/deft Ud T -W >999 240 T -W >887 180 K n/a n/a PLATES GRIP MT20 220/195 Weight: 231 Ib FT = 20% LUMBER. BRACING - TOP CHORD 2X4 OF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-3-7 oc purlins, except BOT CHORD 2X4 DF No.1 &Bit G 2-0-0 oc purlins (5-3-6 max.): C -E. WEBS 2X4 DF Stud/Std G 'Except` BOT CHORD Rigid ceiling directly applied or 4-4-2 oc bracing. D-T,D-Q,G-N: 2X4 DF No.1 &Btr G WEBS 1 Row at midpt D -Q, G -P MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) B=1114/0 -5-8,0=2379/0-3-8.K=702/0-5-8 Max Horz B=192(1_C 13) Max Uplift B=-186(LC 12), 0=-205(LC 12), K=-183(LC 13) Max Grav B=1127(LC 23), 0=2379(LC 1), K=793(LC 24) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1587/300, C -D=-1317/325, D -E=0/261, E -F=-49/952, F -G=0/911, G -H=-302/319, H -J=-327/225, J -K=-948/249 BOT CHORD B -T=-154/1321, R -T=-149/1248, Q -R=-149/1248, O -P=-2329/403, M -N=-114/775, K -M=-114/775 WEBS C -T=0/288, D -R=0/291, D -Q=-1618/243, E -Q=-38/880, E -P=-1033/224, N -P=-497/270, G -P=-1527/239, G -N=-348/1063, H -N=-369/211, J -N=-651/197, J -M=0/266 NOTES- (9) 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. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Extedor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 100 Ib uplift at joint(s) except Qt=1b) B=186, 0=205, K=183. 8) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LUC 75435 NC m * EXP. 03/31/201 r FOFCAVIF August 15,2017 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1101-7473re, 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 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 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 hta CA 9561095610 Job Truss Truss Type City PlyPertuit Plate Grip DOL 1.15 TCDL 15.0 Lumber DOL 1.15 R51418984 0617213 B03 Roof Special 1 1 Code IBC2015/TP12014 WB 0.47 Horz(CT) 0.01 K n/a Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:10 2017 Page 1 ID:hZVEgGBggcE4mZGGef5Elgyz9FT_ANODTgbjLzSU271DGzs7jRet?kZT?d_8m4X1WyndKV 27-0-0 2.0.0 5-3-4 4-8-12 7-3-0 7-3-0 0110-114-2.13 5.10.5 6.4-13 1.7.8 Scale = 1:79.1 4x6 11 3x4 11 5x6 = 3x4 = 4x10 % H 3x5 11 4x8 = 3x5 = 1 10-" i 17- O 25-4-8 251-4 31-2-13 1 37-1-3 43-6.0 10-0 0 7-3 0 8-1 8 0-1-12 58.9 5 10-5 84.13 LOADING (psf) SPACING- 2-0-0 TCLL20.0 I/def/ Plate Grip DOL 1.15 TCDL 15.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC2015/TP12014 CSI. DEFL. in (loc) I/def/ L/d TC 0.53 Vert(LL) -0.15 R -X >999 240 BC 0.50 Vert(CT) -0.50 R -X >610 180 WB 0.47 Horz(CT) 0.01 K n/a n/a Matrix -MSH LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btf G TOP CHORD BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF Stud/Std G *Except* E-R,F-P,H-M,I-L: 2X4 DF No.1&Btr G BOT CHORD WEBS REACTIONS. (Ib/size) K=574/0-5-8, B=1128/0-5-8, N=2353/0-3-8 Max Horz B=-160(LC 13) Max Uplift K=-132(LC 13), B=-186(LC 12), N=-208(LC 12) Max Grav K=652(LC 24), B=1145(LC 23), N=2353(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1706/366, C -D=-1353/283, D -E=-1143/291, E -F=-876/261, F -G=-191832, G -H=-6/825, H -I= -303/298,1 -J= -1020/374,J -K=-979/244 BOT CHORD B -R=-254/1490, P -R=-83/874, O -P=-564/234, N -O=-2305/413, K -L=-144/825 WEBS C -R=-392/189, D -R=0/292, E -R=-36/352, E -P=-790/240, F -P=-254/1672, F-0=-875/282, M -O=-407/244, H -O=-1446/256, H -M=-343/1034, I -M=-685/304, I -L=-266/866, J -L=-462/251 3x5 = PLATES GRIP MT20 220/195 Weight: 236 Ib FT = 20% Structural wood sheathing directly applied or 4-10-12 oc purlins, except 2-0-0 oc purlins (5-6-13 max.): D -F. Rigid ceiling directly applied or 4-3-10 oc bracing. 1 Row at midpt H-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. 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. It: Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 psi 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(s) except Qt=1b) K=132, B=186, N=208. 8) Graphical puriin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. August 15,2017 AWARNING - Verity 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 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 ek• 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 ANSlrPl1 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 Helahts. CA 95610 Job Truss Truss Type Qty Ply Pertuit 1.15 TC 0.57 TCDL 15.0 Lumber DOL 1.15 851418985 0617213 B04 California 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 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:11 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT•SMwpOorDUf5J6BIDm U5gw_p1 P2BCNA8NQg5ZzyndKU 2-0-0 11-5 1 12 12 12 1 11 -10 27-5-4 27 1 -4 3 - 7.2 2-0-0 5-11-5 5-7-7 0 4-10 10 5 7.3 4-10-10 0-6- 4.6-15 4-7-13 46 30 = 3x4 = 14x6 - Scale = 1:67.1 4x6 = 2x4 II 4x8 = 4x8 = 3x4 = 4x8 = 4x6 = LOADING (psf) SPACING- 2-0-0 CSI, TCLL 20.0 Plate Grip DOL 1.15 TC 0.57 TCDL 15.0 Lumber DOL 1.15 BC 0.60 BCLL 0.0 ' Rep Stress Incr YES WB 0.77 BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No. I&Btr G WEBS 2X4 DF Stud/Std G *Except* F-P,G-M: 2X4 DF No.1&Btr G DEFL, in (loc) I/deft L/d Vert(LL) -0.15 N -P >999 240 Vert(CT) -0.58 N -P >766 180 Horz(CT) 0.18 L n/a n/a BRACING- TOPCHORD BOT CHORD WEBS REACTIONS. (Ib/size) B=1824/0-5-8, L=1678/Mechanical Max Horz B=133(LC 16) Max Uplift B=-146(LC 12), L=-84(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-3225/628, C -D=-2692/596, D -F=-2330/608, F -G=-2695/628, G -H=-2027/542, H -J=-2335/530 BOT CHORD B -Q=-529/2814, P -Q=-529/2814, N -P=-458/2707, M -N=-453/2605, L -M=-405/1872 WEBS C -P=-555/187, D -P=-102/815, F -P=-666/172, G -N=0/300, G -M=-918/201, H -M=-88/689, J -M=-28/305, J -L=-2222/509 PLATES GRIP MT20 2201195 Weight: 189 Ib FT = 20% Structural wood sheathing directly applied or 3-5-15 oc purlins, except end verticals, and 2-0-0 oc purlins (3-10-12 max.): D -H. Rigid ceiling directly applied or 9-2-1 oc bracing. 1 Row at midpt J -L 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; 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 100 Ib uplift at joint(s) L except Ot=1b) B=146. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. August 15,2017 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473rev. 1"3/2015 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 wl 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, OSO-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 it s H I hts A 9561 Job Truss Truss Type City 20.0 Plate Grip DOL 1.15 TCDL 15.0 Lumber DOL �PlyPertuit 851418986 0617213 605 Hip 1 1 Code IBC2015/TP12014 1 n/a n/a Matrix -MSH Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:112017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-SMwpOorDUf5J6BiDm U5gw-1dP3VCMx8NOg5ZzyndKU I -2-0-0 7.3-4 14-0-0 19-9.0 25-6-0 31-2-4 37.2.0 2-0 0 7-3-4 6-8-12 5-9-0 5.9.0 5.8-4 5 11-12 Scale = 1:67.1 5x6 = 4x8 = 5x6 = 4x6 = 20 II 4x8 = 4x8 = 2x4 II 4x8 = 4x12 = 30 II LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 15.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC2015/TP12014 LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 OF Stud/Std G *Except* C-N,E-N,E-K: 2X4 DF No.1&Btr G REACTIONS. (Ib/size) B=1810/0-5-8, 1=1662/Mechanical Max Horz B=147(LC 16) Max Uplift B=-162(LC 12), 1=-95(LC 13) CSI. DEFL. in (loc) Udeff Ud PLATES GRIP TC 0.53 Vert(LL) -0.11 L -N >999 240 MT20 220/195 BC 0.52 Vert(CT) -0.40 L -N >999 180 WB 0.85 Horz(CT) 0.15 1 n/a n/a Matrix -MSH Weight: 197 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-12 oc purlins, except end verticals, and 2-0-0 oc purlins (4-4-7 max.): D -F. BOT CHORD Rigid ceiling directly applied or 9-5-11 oc bracing. WEBS 1 Row at midpt E -N, E -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 B -C=-3141/574, C -D=-2458/513, D -E=-2092/503, E -F=-1906/470, F -G=-2228/483, G -H=-2326/444, H -I=-1600/329 BOT CHORD B -O=-492/2726, N -O=-492/2726, L -N=-315/2249, K -L=-315/2249, J -K=-345/2007 WEBS C-0=0/292, C -N=-716/230, D -N=-66/670, E -N=-409/114, E -L=0/298, E -K=-644/110, F-0-70/607, G -J= -306/143,H -J=-31011926 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. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 100 Ib uplift at joint(s) I except Qt=1b) B=162. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OQRpFESS/pH9 1EOp0��Fy w C 75435 OFCAOWF —> August 15,2017 A WARNING - Verily design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 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, notNil 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 Mllek" fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrTPl1 quality Criteria, OSB -39 and BCSI Building Component 1777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Qltrui 110ghts, CA 9561 Job Truss Truss Type Qty Ply Pertuit 1.15 TCDL 15.0 Lumber DOL 1.15 851418987 0617213 B06 Hip 1 1 Code IBC2015/TPI2014 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:12 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-wYUBe8srFyDAkLHQKh7KC8WuUpN IxpCHc4Ze5PyndKT 8-34 16-0-0 I 23-6-0 30-2-0 I 37-2-0 a-3-4 7 8-12 7 8 0 6 8 4 6 11.12 6x6 = 5x6 = Scale: 3/16"=1' L K J P I H G 4x6 2x4 II 3x4 =3x6 — 4x8 = 6x6 3x4 II = — 8-3-4 6-0-0 23.6.0 30-2-4 I 372-0 -3-4 .1 7-6 6-8- 6.1--8 8. 4 2 LOADING (psf SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 15.0 Lumber DOL 1.15 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code IBC2015/TPI2014 CSI, DEFL. in (loc) I/defl L/d TC 0.91 Vert(LL) -0.15 I -K >999 240 BC 0.67 Vert(CT) -0.50 L -O >887 180 WB 0.85 Horz(CT) 0.14 G n/a n/a Matrix -MSH LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD BOT CHORD 2X4 DF No. 1&Btr G WEBS 2X4 OF No. t&Btr G *Except* BOT CHORD B-L,E-H,F-G,F-H: 2X4 DF Stud/Std G WEBS REACTIONS. (Ib/size) A=1666/Mechanical, G=1666/Mechanical Max Horz A=131(LC 16) Max Uplift A=-137(LC 12), G=-114(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=3123/599, B -C=-2298/511, C -D=-1825/490, D -E=-2152/496, E -F=-2392/473, F -G=1596/343 BOT CHORD A -L=-502/2703, K -L=-502/2703, I -K=-252/1933, H -I=-357/2054 WEBS B -L=0/342, B-0-870/285, C -K=-39/622, C -I=-301/95, D -I=-30/495, E -I=-313/175, F -H=-310/1924 PLATES GRIP MT20 220/195 Weight: 185 Ib FT = 20% Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (2-2-0 max.): C -D. Rigid ceiling directly applied or 9-2-0 oc bracing. 1 Row at midpt B -K, C-1 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; 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 DO 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. QROFESS/Oh 6) A plate rating reduction of 20% has been applied for the green lumber members. 9( TEO�O� 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) except Qt=1b) F( A=137, G=114. w w C 75435 c m 9) Graphical pudin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. LU 70 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 1/2018 August 15,2017 ,& WARNING - Vert y design parameters and READ NOTES ON THIS AND INCLUDED 1141TEK REFERENCE PAGE MII.7473 rev. 10/0312015 BEFORE USE. Design valid for use only with l iTekO 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 vent' 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 IN—Hai ht A 95810 Job Truss Truss Type Qty 20.0 Pertuit 1.15 TCDL15.0 >999 Lumber DOL �Ply� 851418988 0617213 B07 Hip 1 1 Code IBC2015/TP12014 n/a n/a Matrix -MSH Job Reference (optional) Systems Plus Lumber Cc, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:13 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-012ZrUtTOGL1 LVscuPWZIL35rDk9gPaRgkJCdryndKS '611 12-2-3 18-0.0 21 6 0 29-2-4 37-2-0 6-4-5 5-9-13 5-9-13 3-6-0 7-8-4 7 -ii -12 Scale = 1:65.9 5x6 = 6.00 12 6x6 = N R S M LT K U J I 4x6 3x4 = 3x6 = 3x4 = 4x6 = 4x4 II = 4z8 = 9-3-4 18-0-0 21 6-0 29-2.4 _3.7.2-0 9-3-4 8.8-12 3.61 I 7.8-4 7-11-12 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL15.0 >999 Lumber DOL 1.15 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code IBC2015/TP12014 CSI. DEFL. in (loc) I/deft L/d TC 0.80 Vert(LL) -0.18 M -N >999 240 BC 0.63 Vert(CT) -0.55 M -N >811 180 WB 0.27 Horz(CT) 0.13 1 n/a n/a Matrix -MSH LUMBER- BRACING - TOP CHORD 2X4 DF No.t&Btr G TOP CHORD BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 OF No.1 &Btr G 'Except` BOT CHORD B-N,D-N,G-J,H-I: 2X4 DF Stud/Std G WEBS REACTIONS. (Ib/size) A=1666/Mechanical, 1=1666/Mechanical Max Horz A=147(LC 16) Max Uplift A=-150(LC 12), 1=-130(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-3163/639, B -D=-2879/607, D -E=-2041/518, E -F=-1736/502, F -G=-2031/502, G -H=-2438/491, H -I=-1591/353 BOT CHORD A -N=-560/2781, M -N=-385/2251, K -M=-200/1695, J -K=-363/2084 WEBS B -N=-421/217, D -N=-57/597, D -M=-748/265, E -M=-111/588, F -M=-90/272, F -K=-58/406, G-0-514/200, H -J=-304/1922 PLATES GRIP MT20 220/195 Weight: 198 Ib FT = 20% Structural wood sheathing directly applied or 2-2-0 cc purlins, except end verticals, and 2-0-0 oc purlins (4-11-6 max.): E -F. Rigid ceiling directly applied or 10-0-0 cc bracing, Except: 8-10-6 cc bracing: A -N. 1 Row at midpt D -M, F -M, G -K 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; 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 Q�kOFESS/ON will fit between the bottom chord and any other members, with BCDL = 10.Opsf. tv0 6) A plate rating reduction of 20% has been applied for the green lumber members. ��Q �� ZECD- Fye 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) except ()t=1b) O C 75435 A=150, 1=130. Ui Lu C M 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXP. 03/31/2018 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OF August 15,2017 ,& WARNING - verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473rev. 10M312015 BEFORE USE. OF 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 1yliTek• 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, D58-89 and BC81 Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Helchis. CA 95610 Job Truss Truss Type Qty Ply Pertuit 1.15 TCDL 15.0 Lumber DOL 1.15 R51418989 0617213 B08 COMMON 2 1 Code IBC2015ITP12014 Weight: 187 Ib FT = 20% BRACING - Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:15 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-L7AJGAujYtbkbp0 ?gZ1gm8U40NR8ALj12olikyndKO 0:11 1 13-4-3 I 199-0 I 25-5 8 I 31.2-0 I 37-2-0 6-11-5 6-4-13 6 4-13 5 8 8 5-8 i 5x6 = 6.00 12 Scale = 1:66.7 M Q R L K S T J I 3x4 = 4x6 = 4x8 = 3x4 = 6x8 = 4x8 = 9.7-8 19-9-0 F 27-9-8 37.2_0 9-7-8 10-1-8 8-0-8 9-4-8 _ Plate Offsets (X,Y)— [A:0 0-4,0-0-01 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 15.0 Lumber DOL 1.15 BCLL 0.0 Rep Stress Incr YES BCDL 10.0 Code IBC2015ITP12014 LUMBER - TOP CHORD 2X4 DF No.l&Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 OF No. 1&Btr G `Except` B-M,G-J,H-I,G-I: 2X4 DF Stud/Std G REACTIONS. (Ib/size) A=1666/Mechanical, 1=1666/Mechanical Max Horz A=163(LC 44) Max Uplift A=-1289(LC 35), 1=-1137(LC 38) Max Grav A=2055(LC 48), 1=1921(LC 47) 13 CSI. DEFL. in (loc) Well Lid PLATES GRIP TC 0.63 Vert(LL) -0.27 K -M >999 240 MT20 220/195 BC 0.71 Vert(CT) -0.77 K -M >576 180 WB 0.89 Horz(CT) 0.16 1 n/a n/a Matrix -MSH Weight: 187 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-14 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 3-11-6 oc bracing. WEBS 1 Row at midpt D -K, F -K, G -I 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= -4564/3031,B -D=-3742/2260, D -E= -2273/1380,E -F= -1907/1026,F -G=-2703/1542, G -H=-762/722, H -I=-274/130 BOT CHORD A -M=-2720/4046, K -M=-1576/2731, J -K=-934/1986, 1-J=-1666/2783 WEBS B -M=-451/253, D -M=-102/685, D-0-837/307, E -K=-403/1231, F -K=-568/383, F -J=-251/421, G -J=287/449, G -I=-3205/2104 NOTES- (9) 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by oth trussto- plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) A=1289,1=1137. 8) This truss has been designed fo a total drag load of 4000 Ib. Lu bar DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord fro -0 to 37-2- 9) WARNING: Engineering is void unless truss Is fabricated by Systems Plus Lumber Co. QROFESS/0 �� 'tEOpos�Fti C 75435 (P 0a m X EXP, 03/31/2018 /* August 15,2017 111 NINE A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. sainee 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 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 Type Qty Ply Pertuil DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.87 R514t8990 0617213 B09 Common 1 1 BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(CT) 0.21 H n/a n/a Job Reference (optional) Systems Plus Lumber Go, Anderson, CA 6.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:16 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT.pKkITWvLJBjbCzbBZX4GN hb_QhbtgftXiXsEAyndKP 6-9-513.3-3 19-9-0 27-5-13 35-2.11 43$0 6-9-5 6-5-13 6-5-13 7.8.13 7-8-13 8-3-5 4x4 5x6 = Scale = 1:78.5 0 a ry u m v L n J I 6x6 _ 3x4 = 500 WB = 4x8 = 4x6 3x4 — 2x4 II 4x8 = 8-9-14 I 19-9-0 27-5-13 35-2-11 43-6-0 8 9 14 10-11-2 7.8-13 7-8-13 Plate Offsets (X,Y)— [F:0-5-0,0-3-4), [H:0-0-0,0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.87 Vert(LL) -0.41 L -N >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.84 Vert(CT) -1.07 L -N >486 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(CT) 0.21 H n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 232 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No. 1&Btr G BOT CHORD 2X4 DF No. 1&Btr G WEBS 2X4 DF No.1 &Btr G *Except* B-N,G-1,A-O: 2X4 DF Stud/Std G OTHERS 2X4 OF Stud/Std G REACTIONS. (Ib/size) 0=1951/Mechanical, H=1951/0-5-8 Max Horz 0=-197(LC 17) Max Uplift 0=-160(LC 12), H=-191(LC 13) Max Grav 0=1966(LC 2), H=1951(LC 1) BRACING - TOP CHORD Structural wood sheathing directly applied, except end verticals. BOT CHORD Rigid ceiling directly applied or 8-8-11 oc bracing. WEBS 1 Row at midpt D -L, F -L, G -J, B-0 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 B -D=-2543/613, D -E=-2123/595, E -F=-2144/589, F -G=-2918/661, G -H=-3746/735, A -O=-253/140 BOT CHORD N -O=-298/2136, L -N=-238/2106, J -L=-321/2495, I -J=-553/3256, H -I=-553/3256 WEBS B -N=0/280, D -N=-43/268, D -L=-550/246, E -L=-325/1426, F -L=-1037/334, F -J=-35/594, G -J=-861/264, G-1=0/354, B-0=-2635/473 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. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 0=160, H=191. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OQROF ESS/pN� TEODp �F W� C 75435 � EXP3*, _018 OF August 15,2017 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-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 Mi sk- 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-39 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 ft Heights, CA 95610 Job Truss Truss Type711, 8-9-14 10.11.2 Ply Pertuit Plate Offsets (X,Y)— f1:0-0-0,0-041 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in 851418991 0617213 B10 Common 1 N -P >486 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(CT) 0.21 1 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MSH Job Reference o tional Systems Plus Lumber Cc, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:17 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elgyz9FT-HWI4hsw 4VsSg6AN7FbVvBEmnglgc7w01MHPmdyndKO 6-9-5 13-3-3 19-9 0 27-5-13 35.2-11 43 6-0 145 6 0 6-9-5 6 5 13 6 5 13 7-8-13 7-8-13 8 3 5 2-0-0 4x4 5x6 = 6.00 12 Scale = 1:79.7 6x6 _ 3x4 = 500 WB = 4x8 — 4x6 = 3x4 = 2x4 II 4x8 = 1 8-9 14 ( 19-9-0 I 27-5 13 35-2-11 43-6-0 8-9-14 10.11.2 7-8.13 7-8-13 8-3-5 � Plate Offsets (X,Y)— f1:0-0-0,0-041 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.41 N -P >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.84 Vert(CT) -1.07 N -P >486 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(CT) 0.21 1 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MSH Weight: 236 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2X4 OF No. 1&Btr G except end verticals. WEBS 2X4 OF No. 1&Btr G *Except' BOT CHORD Rigid ceiling directly applied or 9-3-13 oc bracing. B-P,H-K,A-Q: 2X4 DF Stud/Std G WEBS 1 Row at midpt D -N, F -N, H -L, B -Q OTHERS 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. (Ib/size) Q=1948/Mechanical, 1=2094/0-5-8 Max Horz Q=-229(LC 17) Max Uplift Q=-160(LC 12), 1=-232(LC 13) Max Grav Q=1963(LC 2), 1=2094(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -D=-2539/608, D -E=-2118/589, E -F=-2140/582, F -H=-2908/650, H -I=-3709/713, A -Q=-253/140 BOT CHORD P -Q=-245/2146, N -P=-192/2111, L -N=-278/2493, K -L=-496/3219, I -K=-496/3219 WEBS B -P=0/280, D -P=43/268, D -N=-550/247, E -N=-319/1419, F -N=-1034/331, F -L=-29/588, H -L=-827/247, H-00/348, B -Q=-2631/471 NOTES- (8) 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 chord and any other members, with BCDL = 10.Opsf. QgOFESS/pN 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Refer to girder(s) for truss to truss connections. �tvQ I iEO�Os fiy� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) JP �N y 0=160, 1=232. � w C 75435 c A 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. * EXP. 03/31/2018 ¢ OF CALV August 15,2017 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIA7473 rev. 101032015 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 In 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, 215 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 It H I hta 95610 Job Truss Truss Type Qty (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.62 JPIyTuit Q -S >999 240 851418992 0617213 B11 California 1 Q -S >842 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(CT) 0.21 K n/a n/a Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:19 2017 Page 1 ID:hZVEgGBggcE4mZGGafSE IgyzgFT-DvPg6YxEb66A3QKmEfdz_cJ9EdmL42WJDgmWrVyndKM 6-0-6 11-9-5 17.8.72 18- -12 21-3-4 21 9 4 28.11.11 35.11. 10 43-6-0 45.8.0 5.8.14 5-11-7 a6-0 3.0.6 a 7-2-7 6-11-14 7-6-6 2-0-0 3x5 6.00 12 4x6 '-5x6 // Scale = 1:81.5 US = 3x4 = 4x6 = 4x8 = 3x5 = 3x4 = 2x4 II 4x8 = 4x8 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.21 Q -S >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.65 Vert(CT) -0.62 Q -S >842 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(CT) 0.21 K n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 255 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc purlins, BOT CHORD 2X4 DF No. t&Btr G except end verticals, and 2-0-0 oc purlins (4-7-6 max.): E -G. WEBS 2X4 DF No. t&Btr G *Except* BOT CHORD Rigid ceiling directly applied or 8-9-10 oc bracing. B-S,J-M,A-T: 2X4 DF Stud/Std G WEBS 1 Row at midpt D -S, D-0, G -Q, I -P, B -T MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) T=1962/Mechanical, K=2106/0-5-8 Max Horz T=-219(LC 17) Max Uplift T=-152(LC 12), K=-225(LC 13) Max Grav T=1967(LC 2), K=2106(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -D=-2516/627, D -E=-2253/653, E -G=-1942/652, G -I=-2346/670, I -J=-3064/727, J -K=-3770/783 BOT CHORD S -T=-296/2024, Q -S=-269/2163, P -Q=-173/2015, N -P=-370/2640, M -N=-567/3282, K -M=-567/3282 WEBS B -S=0/346, D -Q=-427/202, E -Q=-165/730, G-0=421/144, G -P=-142/795, I -P=-918/281, I-N=-16/570,J-N=-731/224,J-M=0/298,B-T=-2569/533 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. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 100 Ib uplift at joint(s) except Qt=1b) T=152, K=225. 9) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ??,OFESS/ph SEODO Fye w�C 75435of X1 EXP, 03/31/2018 J* August 15,2017 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mlb7473 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 el.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1IL1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSlITPl1 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 Chrus Hei his -- ----- Job Truss Truss Type Qty Ply Pertuit 1.15 TCDL 15.0 Lumber DOL 1.15 851416993 0617213 B12 California 1 1 Code IBC2015rTP12014 Weight: 259 lb FT = 20% BRACING - Job Reference (optional) Systems Pius Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:21 2017 Page 1 ID:hZVEgGBggcE4mZGGef5Elqyz9FT-9HXbXDzU7jMuJkT8M4gR410RURSOYynog__FdvOyndKK 7.10 13 15-8-12 16,2,12 19 6-3 21-9-0 28-9-13 35 10 11 43 6 45�-0 7-10-13 7-9-15 0 6-0 3-3.7 2-2-13 7-0-13 7 0 13 7-7-5 2-0-0 5x6 6x8 = 5x6 = 5x6 = F Scale = 1:77.8 4x6 II 4x8 = 5x6 = 6x8 = 5x8 = 5x8 = 2x4 II 08 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 15.0 Lumber DOL 1.15 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code IBC2015rTP12014 LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 OF No. t&Btr G *Except* B-P,H-K,A-Q: 2X4 DF Stud/Std G REACTIONS. (Ib/size) Q=1954/Mechanical, 1=2098/0-5-8 Max Horz 0=-208(LC 17) Max Uplift 0=-183(LC 12), 1=-223(LC 13) 1¢ 0 CSI. DEFL, in (loc) I/deft L/d PLATES GRIP TC 0.89 Vert(LL) -0.30 L -N >999 240 MT20 220/195 BC 0.67 Vert(CT) -0.89 L -N >587 180 WB 0.64 Horz(CT) 0.17 1 n/a n/a Matrix -MSH Weight: 259 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals, and 2-0-0 oc purlins (4-3-2 max.): C -E. BOT CHORD Rigid ceiling directly applied or 8-10-14 oc bracing. WEBS 1 Row at midpt B-0, E -N, F -L 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=-2530/527, B -C=-2396/605, C -E=-2191/644, E -F=-2418/725, F -G=-3049/874, G -H=-3040!706, H -1= -3747/767,A -Q=-1883/422 BOT CHORD P -Q=-102/255, O -P= 306/2182, N -O=-205/2052, L -N=-155/1974, K -L=-551/3260, I -K=-551 /3260 WEBS B -P=-396/209, B -O=-257/156, C -O=-40/272, C -N=-78/456, E -N=-1101/328, F -N=-245/1101, F -L=-356/1233, G -L=-519/297, H -L=732/228, H -K=0/288, A -P=-382/2173 NOTES- (10) 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 100 Ib uplift at joint(s) except (jt=1b) Q=183, 1=223. 9) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. M U August 15,2017 A WARNING - Verfry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 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 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPH 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, A 95610 Job Truss Truss Type Qty 20.0 Pertuit 1.15 TCDL 15.0 Lumber DOL �Ply� 851418994 0617213 B13 COMMON 1 1 Code IBC2015ITP12014 Weight; 254 Ib FT = 20% BRACING - Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:22 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elgyz9FT-dU5zkZ 6u1Ulwu2LwoBgcFxfLrmUHPnlve_ASgyndKJ 7.7.5 1 14.8-3 19-3-0 21.9-0 X24-3-0 1 28-9-13 35.10.11 1 43.6-0 �5-6-0 7-7-5 7-0-13 4-6.13 2-6-0 2-6-0 4-6-13 7-0-13 7.7.5 2-0-0 4x6 II 6.00 12 Scale = 1:79.5 4x8 = 4x10 = 5x6 = 4x10 = ,• - 3x5 = 4x6 — 2x4 II 3x4 = 4x4 = 2x4 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 15.0 Lumber DOL 1.15 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code IBC2015ITP12014 LUMBER - DEFL. in TOP CHORD 2X4 DF No. t&Btr G BOT CHORD 2X4 DF No. 1&Btr G *Except' Q -S >999 240 0-0: 2x8 OF SS WEBS 2X4 DF Stud/Std G *Except* Q -S >498 180 D-Q,H-0,E-Q,G-O: 2X4 DF No.t&Btr G 3x6 = 10 0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.69 Vert(LL) -0.28 Q -S >999 240 MT20 220/195 BC 0.75 Verl(CT) -0.86 Q -S >498 180 WB 0.59 Horz(CT) -0.12 A n/a n/a Matrix -MSH Weight; 254 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 9-7-4 oc bracing. WEBS 1 Row at midpt D -O JOINTS 1 Brace at Jt(s): U, V MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=1667/Mechanical, M=1644/0-5-8, K=744/0-5-8 Max Horz M=-207(LC 13) Max Uplift A=-201(LC 12), M=-305(LC 13), K=-157(LC 12) Max Grav A=1667(LC 1), M=1709(LC 24), K=744(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-3141/622, B -D=-2517/576, D -E=-1895/515, E -F=-1903/622, F -G=-1724/586, G -H=-1793/495, H -J=-1672/415, J -K=-1009/375 BOT CHORD A -T=-458/2721, S -T=-458/2721, Q -S=-282/2167, 0-0=-104/1581, N -O=-138/1414, M -N= -99/866,K -M=-259/866 WEBS B -T=0/285, B -S=-667/212, D -S=-60/563, D -Q=-925/268, H -N=-530/145, J -N=-142/1085, J -M=-1512/370, Q -U=-105/691, E -U=-275/181, O -V=-27/283, G -V=-405/206, U -V=-498/168, F -U=-342/1098, F -V=-264/701 NOTES- (8) 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 and C -C Exterior(2) zone: cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joints) except (jt=1b) A=201, M=305, K=157. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. August 15,2017 ,& WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2013 BEFORE USE. wt 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systema, 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 2rua H@iqhts. CA 95610 Job Truss Truss Type City Ply Pert LOADING (psf) SPACING- 2-0-0 CSI. R51418995 0617213 B14 COMMON 1 1 TC 0.72 Vart(LL) -0.28 P -R >999 240 MT20 220/195 TCDL 15.0 Job Reference o tional JySISMS NIUS Lumber GO, Anaerson, (;A 6.12U 5 Aug 1 U ZV17 MI I ek InOUSlnes, Inc. Tue Aug 15 10:55:23 2017 Page 1 ID: hZVEgGBggcE4mZGGaf5Elgyz9FT-6gfLxv_kfLccY1 dXTVIv9SUpbE5wOsgv8lk)_GyndKl 7-7-5 14-8-3 19-3-0 21-9-0 24-3-0 28-913 35 10-11 43 6 0 7-7.5 7.0 13 4-6.13 2 6-0 2-0 4-6-; 3 7-0.13 4x6 11 6.00 12 20 I 2x4 11 F AC S R v P "' N AU M 4x8 = 2x4 II 3x4 = 4x8 = 4x10 = 5z6 = 010 = 46 = 3x6 = Scale = 1:78.1 L 2X4 11 4X6 = 7-7-5 14-tl- 19- -0 21-9-D 24-3-0 28.9.13 35.8-B 43-6-0__ 7-7-5 7 0 13 4.6-13 2-0-0 2.6-0 4T 6-8-11 0--42 7-8.12 Plate Offsets (X,Y)— [A:0 -0 -4,0 -0 -01, [N:0 -1-12,0-1-81,[P:0-2-4,0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.72 Vart(LL) -0.28 P -R >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.80 Vert(CT) -0.93 P -R >463 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 Horz(CT) -0.13 A n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 251 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2X4 DF No.1 &Btr G 'Except' BOT CHORD Rigid ceiling directly applied or 4-3-13 oc bracing. N -P: 2x8 OF SS WEBS 1 Row at midpt D -P WEBS 2X4 DF Stud/Std G *Except* JOINTS 1 Brace at Jt(s): T, U D-P,H-N,E-P,G-N: 2X4 DF No.t&Btr G MITek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) A=1749/Mechanical, L=1765/0-5-8, K=601/0-5-8 Max Horz L=175(LC 35) Max Uplift A=-1177(LC 35), L=-532(LC 38), K=-868(LC 36) Max Grav A=2065(LC 48), L=1830(LC 52), K=1115(LC 31) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-4676/2680, B -D=-3551/1926, D -E=-2541/1295, E -F=-2120/780, F -G=-1930/583, G -H=-2175/997, H -J= -2483/1408,J -K=-2172/1873 BOT CHORD A -S=-2330/4050, R -S=-1680/3465, P -R=-990/2536, N -P=-265/1741, M -N=-526/1572, L -M= -821/1189,K -L=-1647/1956 WEBS B -S=0/282, B -R=-663/236, D -R=-81/567, D -P=-929/292, H -N=-97/371, H -M=-603/289, J -M= -375/1175,J -L=-1614/597, P -T=-119/683, E -T=-347/122, N -U=-186/251, G -U=-487/143, T -U=-534/174, F -T=-289/1174, F -U=-339/754 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. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) 200.0Ib AC unit load placed on the top chord, 21-9-0 from left end, supported at two points, 4-0-0 apart. PROFESS/Ory r�0 9 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 ��Q �0 1Ep0OS, Fye will fit between the bottom chord and any other members, with BCOL = 10.Opsf, y JQ^ t�tlt Z 6) A plate rating reduction of 20% has been applied for the green lumber members. & w C 75435 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of:lod bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) EXP. 03/31/2018 A=1177, L=532, K=868. * - 9) This truss has been designed for a total rag f 4000 Ib: L tuber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 pif. j 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. TF OFGAL.I August 15,2017 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi ek' 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, 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 %rua Heiphts. CA 95610 Job Truss Truss Type Qty Ply Pertuit TCLL 20.0 Plate Grip DOL 1.15 TC 0.54 Vert(LL) -0.24 Q -S >999 240 851418996 0617213 B15 HIP 1 1 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(CT) -0.10 A n/a We Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:25 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-23n5MbO?BysKnLnvbwkNEtZCO2n4UIDCbcDg29yndKG 7 1 • •1 • - 21-6-0 22-11-13 36.5.11 4 7-0-5 6 5 13 5-8-13 •9 3-&0 0-9- 5-8-13 6.5-13 6.00 12 5x6 = 2x4 II 6x6 =2x4 II Scale = 1:77.5 3x4 = 4x6 = 5x8 = Q P UN M 4x8 = 8x8 = 4x6 = 20 11 4x4 = 4x4 = 5x8 = L 24 go 3x6 = 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 0.54 Vert(LL) -0.24 Q -S >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.82 Vert(CT) -0.82 Q -S >525 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(CT) -0.10 A n/a We BCDL 10.0 Code IBC2015fTP12014 Matrix -MSH Weight: 248 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-0-9 oc purlins, except BOT CHORD 2X4 DF No.1&Btr G `Except* 2-0-0 oc purlins (5-2-10 max.): F -G. P-Q,O-R: 2X6 DF SS G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2X4 DF Stud/Std G 'Except' WEBS 1 Row at midpt D -Q D-S,D-0,I-P,E-0,H-P: 2X4 DF No.1&Btr G JOINTS 1 Brace at Jt(s): T, U MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) A=1728/Mechanical, M=1852/0-5-8, L=535/Mechanical Max Horz M=160(LC 12) Max Uplift A=-100(LC 12), M=-163(LC 13), L=-75(LC 12) FORCES. (lb) -Max. Comp,/Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-3264/450, B -D=-2943/412, D -E=-2003/306, E -F=-1955/382, F -G=-1518/255, G -H=-1819/373, H -1=-1952/299,1-K=1714/248, K -L=-769/216 BOT CHORD A -S=-313/2866, Q -S=-103/2242, P-0=0/1688, N -P=0/1441, M -N=0/661, L -M=-132/661 WEBS B -S=-475/249, D -S=-881703, D -Q=-865/285, I -P=0/394, I -N=-746/99, K -N=-15/1123, K -M=-1621/294, 0-T=-94/506, P -U=-78/327, F -T=-271/754, G -U=-246/440 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) 200.01b AC unit load placed on the top chord, 21-9-0 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. 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) L except Qt=lb) A=100, M=163. 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. OQ,p,pFESS/pN AZYQ`��� iEODO� �cy� j C 75435 � Lu cc t * EX------3-In * August 15,2017 A 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 mil 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, sea 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 Itrus Heights. 95610 Job Truss Truss Type Qty 20.0 Pertuit TC 0.46 TCDL 15.0 Lumber DOL 1.15 �Ply� 851418997 0617213 B16 HIP 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 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:26 2017 Page 1 6-4-5 5-9-13 5-9.13 3-9.0 3-9-0 5-9-13 5-9-13 Scale = 1:77.3 5x6 = 6.00 3x4 = 5x6 = P 3x4 = 5x10 WS = 4x8 = 4x6 = 4x6 = l N M az6 = 5x14 = 3x5 = 4x6 = 5x8 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.46 TCDL 15.0 Lumber DOL 1.15 BC 0.79 BCLL 0.0 Rep Stress Incr YES WB 0.50 BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G *Except` O-P,N-Q: 2X6 DF SS G WEBS 2X4 DF Stud/Std G *Except* D-P,E-P,G-O,H-O,S-T: 2X4 DF No.1&Btr G OTHERS 2X4 OF Stud/Std G DEFL. in (loc) I/deft Ud Vert(LL) -0.29 P -R >999 240 Vert(CT) -1.03 P -R >416 180 Horz(CT) -0.11 A n/a n/a BRACING - TOP CHORD BOT CHORD WEBS JOINTS REACTIONS. (Ib/size) A=1793/0-3-8, L=1489/0-5-8, K=833/Mechanical Max Horz L=144(LC 12) Max Uplift A=-92(LC 12), L=-182(LC 13), K=89(LC 12) Max Grav A=1793(LC 1), L=1635(LC 24), K=833(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD A -B=-3454/457, B -D=-3173/425, D -E=-2275/316, E -F=-1996/326, F -G=-1758/303, G -H=-2179/311, H -J=-1978/276, J -K=-1438/246 BOT CHORD A -R=-327/3038, P -R=-146/2494, O -P=0/1923, M -O=-17/1687, L -M=-36/1258, K -L=-158/1258 WEBS B -R=-407/216, D -R=-74/627, D -P=-807/281, P -S=-71/563, E -S=-52/694, 0-T=-68/377, G -T=-50/651, H-0=0/409, H -M=-669171, J -M=-8/898, J -L=-1407/240, S -T=0/383, F -S=-403/11, F -T=-635/0 L 2x4 3x6 = PLATES MT20 GRIP 220/195 Weight: 254 Ib FT = 20% Structural wood sheathing directly applied or 3-1-9 oc purlins, except 2-0-0 oc purlins (4-4-13 max.): E -G. Rigid ceiling directly applied or 10-M oc bracing. 1 Row at midpt D -P 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- (11) 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. ll; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1,33 3) 200.01b AC unit load placed on the top chord, 21-9-0 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) 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) A. K except (jt=1b) L=182. 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. August 15,2017 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M167473 rev. 1010312015 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 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 P01, • 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 Ply Pertuit 1.15 TCDL 15.0 Lumber DOL 1.15 851418998 0617213 617 Hip 1 1 Code IBC2015/TPI2014 Job Reference o tional Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:27 2017 Page 1 ID:hZVEgGBggcE4mZGGafSElgyz9FT_RusnHlFjZ61lfxllLnrJleVWsWLydHU2wix7lyndKE r 8.3 4 18 0-0 21.9.0 I 27-6-0 1 35-2-12 43-6-0 8-3-4 7-8-12 5 9-0 5.9-0 7-8.12 8-3-4 Scale = 1:75.2 5x6 = 48 = 5x6 = 4x6 = 2x4 11 4x6 = 4x8 = 2x4 II 3x6 = 4x12 = LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 15.0 Lumber DOL 1.15 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code IBC2015/TPI2014 CSI, DEFL. in (loc) I/defl L/d TC 0.73 Vert(LL) 0.12 N -Q >999 240 BC 0.64 Vert(CT) -0.46 N -O >926 180 WB 0.76 Horz(CT) 0.11 H n/a n/a Matrix -MSH G Jr? 9 H 3x4 11 3x5 = PLATES GRIP MT20 220/195 Weight: 213 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-11-13 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except WEBS 2X4 OF No. l&Btr G "Except' 2-0-0 oc purlins (4-11-7 max.): C -E. B-N,F-H: 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt B -L, D -L, D -I MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=1535/0-5-8, G=-3/Mechanical, H=2383/0-5-8 Max Horz A=128(LC 12) Max Uplift A=-133(LC 12), G=-145(LC 23), H=-84(LC 13) Max Grav A=1535(LC 1), G=73(LC 24), H=2383(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-2839/545, B -C=-1999/456, C -D=-1666/460, D -E=-1040/349, E -F=-1297/333, F -G=-94/771 BOT CHORD A -N=-385/2450, L -N=-385/2450, K -L=-115/1562, I -K=-115/1562, H -I=-349/80, G -H=-590/149 WEBS B -N=01352, B -L=-890/287, C -L=-25/473, D -K=0/314, D -I=-948/155, F -I=-117/1484, F -H=-2170/493 NOTES- (10) 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. Q�OFESS)pN 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t�0 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�% �E��Q�1 F'L� will fit between the bottom chord and any other members, with BCDL = 10.0psf. CO JQ 6) A plate rating recuction of 20% has been applied for the green lumber members. � w C 75435 C 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) H except (jt=lb) EXP. 03!31/2018 A=133, G=145. 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. FOFCP0 August 15,2017 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 verity the applicability of design parameters and properly incorporate this design into the overall wl 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 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, A 95610 Job Truss Truss Type Qty Ply Pertuit 1.15 TCDL 15.0 Lumber DOL 1.15 R51418999 0617213 B18 Hip 1 1 Code IBC2015/TPI2014 Weight: 206 Ib FT = 20% BRACING - Job Reference o tional Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:28 2017 Page 1 I D:hZVEgGBggcE4mZGGaf5Elqyz9FT-SdSE7c2tUtEuepWUG214sWBigFskh5EeHZSUfUyndKD 7-3 4 14-0 0 i 21.9 0 29 &0 1 36-2-12 1 43 6-0 7-3-4 6-8-12 7.9--06-8-12 Scale = 1:75.1 5x6 = 4x8 = 5x6 = G Il g N M ` K v I H 4x6 = 2x4 4x8 = 3x6 = 20 11 3x6 = 4x10 = 3x4 It 3x5 = LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 15.0 Lumber DOL 1.15 BCLL 0.0 ' Rep Stress In YES BCDL 10.0 Code IBC2015/TPI2014 LUMBER - TOP CHORD 2X4 DF No.t&Btr G BOT CHORD 2X4 DF No.t&Btr G WEBS 2X4 DF Stud/Std G *Except* B-M,D-M,D-1,F-I: 2X4 DF No.1&BtrG CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.63 Vert(LL) -0.11 K -M >999 240 MT20 220/195 BC 0.57 Vert(CT) -0.42 K -M >999 180 WB 0.65 Horz(CT) 0.11 H n/a n/a Matrix -MSH Weight: 206 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins, except 2-0-0 oc purlins (4-0-14 max.): C -E. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 1 Row at midpt D -M, D-1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=1530/0-5-8, G=-14/Mechanical, H=2399/0-5-8 Max Horz A=112(LC 12) Max Uplift A=-117(LC 12), G=-159(LC 23), H=-72(LC 8) Max Grav A=1530(LC 1), G=71(LC 9), H=2399(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-2880/539, B -C=-2175/463, C -D=-1842/460, D -E=-870/291, E -F=-1085/274, F -G=-83/732 BOT CHORD A -N=-392/2496, M -N=-392/2496, K -M=-168/1837, I -K=-168/1837, H -I=-852/196, G -H=-603/131 WEBS B -N=0/291, B -M=-741/248, C -M=-24/528, D -K=0/414, D -I=-1330/214, F -I=-230/1952, F -H=-22211482 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 100 Ib uplift at Joints) H except Qt=1b) A=117, G=159. 9) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OQROFESSlpfV9 1EOpUJ �s�Fy w C 75435 a M t * EXP. 03/31/2018 * August 15,2017 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MI rEK REFERENCE PAGE M11-7/73 rev. IOM312915 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, sae ANSIrrPII 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 his A 95610 Job Truss Truss Type Qty Piy Pertuit LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD 851419000 0617213 819 Hip 1 1 2-0-0 oc purlins (4-2-9 max.): C -F. B-N,D-N,E-J,G-J: 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 4-10-15 oc bracing. WEBS Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:29 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elgyz9FT-wgOcCy3VFBMIGy4hgmpJOjJvCf9JQYJn W DB2CwyndKC 6 3 4 12-0-0 18-8-0 25-0-0 31 6-0 37-2-12 I 43 6-0 6-3-4 5-8-12 6-6-0 6-6-0 B-6.0 5-6-12 5x6 = 3x4 = 3x5 = 5x6 = Scale = 1:75.2 0 N . v vv L NA T J I 2x4 II 4x8 —_ 4x8 = 3x4 =3x6 = 4x12 — 3x5 // 3x5 = azs = — LOADING (psf) TCLL 20.0 TCDL 15.0 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/fP12014 CSI. TC 0.46 BC 0.74 WB 0.70 Matrix -MSH DEFL. in Vert(LL) -0.19 Vert(CT) -0.67 Horz(CT) 0.12 floc) I/dell Lid L -N >999 240 L -N >643 180 1 n/a n/a PLATES GRIP MT20 220/195 Weight: 203 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-6-14 oc purlins, BOT CHORD 2X4 DF No. t&Btr G except WEBS 2X4 DF Stud/Std G *Except* 2-0-0 oc purlins (4-2-9 max.): C -F. B-N,D-N,E-J,G-J: 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 4-10-15 oc bracing. WEBS 1 Row at midpt D -N, E -J MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=1523/0-5-8, H=-29/Mechanical, 1=2421/0-5-8 Max Horz A=96(LC 12) Max Uplift A=-100(LC 12), H=-181(LC 23), 1=-138(LC 8) Max Grav A=1523(LC 1), H=86(LC 9), 1=2421(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-2913/536, B -C=-2347/465, C -D=-2011/455, D -E=-2017/426, E -F=-573/206, F -G=-735/185, G -H=-107/746 BOT CHORD A -O=-400/2537, N -O=-400/2537, L -N=-259/2195, J -L=-189/1717, I -J=-1661/347, H -I=-619/113 WEBS B -N=-591/216, C -N=-50/635, D -N=-392/170, D -L=-381/158, E -L=-13/681, E -J=-1566/288, G -J=-351/2541, G -I=-2531/515 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 and C -C Extedor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. QROFESS/�� 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. �0 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 �4Gr� Q� TEOD�� F'L� will fit between the bottom chord and any other members, with BCDL = 10.Opsf. y Jai F� y 6) A plate rating reduction of 20% has been applied for the green lumber members, a w C 75435 c 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) except (Jt=1b) EXP, 03!3112018 A=100, H=181, 1=138. ^ # 9) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. �.... a� August 15,2017 AWARNING . 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 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 itru He' ht 95810 Job Truss Truss Type Qty Ply Pertuit 851419001 0617213 B20 Half Hip 1 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:30 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-00a_PI48000cu6ftOTKYxxGzO3Xr977xhxbkMyndKB r 5 3 4 10-0-0 i6-5 5 22-10-10 29 3-15 35 9 4 43 6 0 5-3.4 4-8-12 6-5 5 6.5-5 6-5-5 6-5-5 7.8.12 5x6 = 2x4 II 3x4 = 4x8 = 3x6 = 500 = Scale = 1:75.3 4x6 II 4x6 = 0 Z P 0 AA N AB M L AC K AD J 4x8 = 3x6 = 2x4 II 3x6 — 4x10 = 3x5 II 3x4 = 6x6 IN LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.16 Q -T >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.59 Vert(CT) -0.61 Q -T >698 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(CT) 0.11 K n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 218 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&BIT G TOP CHORD Structural wood sheathing directly applied or 3-8-12 oc purlins, BOT CHORD 2X4 DF No. 1&Btr G except end verticals, and 2-0-0 oc purlins (4-0-15 max.): C -I. WEBS 2X4 DF Stud/Std G `Except` BOT CHORD Rigid ceiling directly applied or 5-11-9 oc bracing. D-0,E-P,E-L,H-L,H-J: 2X4 DF No.1&Btr G WEBS 1 Row at midpt E -L, H -K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=1432/0-5-8, J=-290/Mechanical, K=3284/0-5-8 Max Horz A=186(LC 34) Max Uplift A=-86(LC 12), J=-595(LC 22), K=-566(LC 9) Max Grav A=1432(LC 1), J=221(LC 32), K=3284(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD A -B=-2697/528, B -C=-2341/439, C -D=-2017/428, D -E=-2376/493, E -G=-733/213, G -H=-733/213, I -J=-446/194 BOT CHORD A -Q=-638/2382, P-0=499/2376, N -P=-391/1934, L -N=-391/1934, K -L=-1194/282, J -K=-1194/282 WEBS B -Q=-397/200, C-0=45/646, D -Q=-574/182, E -P=-147/556, E -N=0/271, E -L=-1530/295, G -L=-420/160, H -L=-429/2404, H -K=-3118/764, H -J=-294/1470 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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. QROFESSIO^, 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 ��� TEOD will fit between the bottom chord and any other members, with BCDL = 10.Opsf.y� 6) A plate rating reduction of 20% has been applied for the green lumber members. _y 6 JP t�� 7) Refer to girder(s) for truss to truss connections. � C75435 n m 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A except Qt=lb) � UJ C M J=595, K=566. EXP. 03/3112018 9) Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 81 Ib down and 104 Ib up at 33-54, 81 Ib down and 104 Ib up at 35-54, 81 Ib down and 104 Ib up at 37-5-4, 81 Ib down and 104 Ib up at 39-5-4, and 81 Ib down and 104 Ib up at 41-5-4, and 119 Ib down and 86 Ib up at 43-4.4 on top chord. The design/selection of such connection TFOFCAI.t� device(s) is the responsibility of others. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. August 15,2017 A WARNING. Ver fy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE A01-7473rev, 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 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 Of 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 1-- 0 h Job Truss Truss Type Qty PlyPertuil 851419001 0617213 B20 Half Hip 1 1 Job Reference (opticnal Systems Plus Lumber Co, Anderson, CA LOAD CASE(S) Standard 1) Dead r Roof Live (balanced): Lumber Increase= 1.15, Plate Increase= 1.15 Uniform Loads (plf) Vert: A -C=-70, C-1=-70, J -R=-20 Concentrated Loads (lb) Vert: 1=-119 U=-81 V=-81 W=-81 X=-81 Y=-81 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:30 2017 Page 2 ID: hZVEgGBggcE4mZGGaf5Elqyz9FT-00a_PI48000cu6ftOTKYxxGzO3Xr917xltxbkMyndKB A WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03/2013 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 �w e buss 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 Mirek' Is always required for stability and to prevent collapse wilh 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 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 Pertuit LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud 851419002 0617213 B21 Half Hip 1 1 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.57 Vert(CT) -0.55 N-0 >774 180 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:32 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-LPilq_50X6kK7QpGVuM00MLJ tEadtpECBQioFyndK9 14.11.5 21.10-10 28-9.15 35 9 4 47 . 1 2-0-0 8-0-0 6-11-5 6-11-5 6.11.5 6-11-5 7-8-12 Scale = 1:78.0 6x6 = — 08 = 2x4 11 4x6 = 5x10 = 4x8 = 3x5 II M _ 46 — 3x4 = 6x6 = 5x10 = 2x4 II 4x6 = 6x6 = 3x6 = 8 0 0 I 14-11-5 1 21-10-10 28.9-15 35-9-4 43 6 0 8-0-0 6-11-5 6-11-5 6.11-5 6-11-5 1 7-8-12 Plate Offsets (X,Y)— [F:0-3-0,Edael, [H:0-3-8,0-2-01, [0:0-3-O,Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.94 Vert(LL) -0.15 N-0 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.57 Vert(CT) -0.55 N-0 >774 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(CT) 0.13 K n/a n/a BCDL 10.0 Code IBC2015rrP12014 Matrix -MSH Weight: 204 Ib FT = 20% LUMBER- BRACING. TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied, except end verticals, and BOT CHORD 2X4 DF No. 1&Btr G 2-0-0 oc purlins (3-11-8 max.): C-1. WEBS 2X4 DF Stud/Std G *Except` BOT CHORD Rigid ceiling directly applied or 4-10-0 oc bracing. D-P,D-N,G-N,G-K,H-J: 2X4 DF No.1SBtr G WEBS 1 Row at midpt G -K MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) J=-595/Mechanical, B=1543/0-5-8, K=3153/0-5-8 Max Horz B=165(LC 11) Max Uplift J=-632(LC 22), B=-110(LC 9), K=-488(LC 9) Max Grav J=215(LC 32), B=1543(LC 1), K=3153(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2516/402, C -D=-2136/413, D -E=-2388/454, E -G=-2388/454, G -H=-346/1788, I -J=-285/136 BOT CHORD B -P=-463/2155, O -P=-543/2836, N -O=-543/2836, L -N=-169/818, K -L=-169/818, J -K=-1788/335 WEBS C -P=-7/623, D -P=-924/222, D-0=0/265, D -N=-514/116, E -N=-487/184, G -N=-322/1803, G -L=0/258, G -K=-2992/505, H -K=-1512/402, H -J=-348/2051 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; 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. Q�OFESS/ON 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 IEOD will fit between the bottom chord and any other members. �t�0 �tv ds y� 6) A plate rating reduction of 20% has been applied for the green lumber members. y 7) Refer to girder(s) for truss to truss connections. w w C 75435 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) IR,, M J=632, B=110, K=488. 018 9) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. * 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 53 lb down and 105 lb up at 33-5-4, 53 Ib down and 105 Ib up at 35-5-4, 53 Ib down and 105 lb up at 37-5-4, 53 lb down and 105 lb up at 39-5-4, and 53 Ib 9 �P down and 105 Ib up at 41-5-4, and 60 Ib down and 93 lb up at 43-4-4 on top chord. The design/selection of such connection OFC 1F device(s) is the responsibility of others. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. August 15,2017 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473rev. 1010=15 BEFORE USE. wtDesign 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 `,iTek' 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 M 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 Qhru§ Heights, CA 95610 ,1 r Job Truss Truss Type CityPly Pertuit 851419002 0617213 B21 Half Hip 1 1 ' Job Reference otip onal 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=-70, C-1=-70, J-0=-20 Concentrated Loads (lb) Vert: 1=-59 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:32 2017 Page 2 10: hZVEgGBggcE4 mZGGaf5E Igyz9FT•LPilq_5OX6kK7CipGVuM00MLJ_tEadtpEC00ioFyndK9 A 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 WWII) 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 property incorporate this design into the overall A e building design. Bracing Indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing , V'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 ANSIrTPII Quality Criteria, OSB -89 and BCSI Building Component 7777Greenback Lane rm Safety Infoatlon 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 Pertuit (loc) I/deft Lid TCL20.0 Plate Grip DOL R51419003 0617213 822 Half Hip Girder 1 2 240 TCDL15.0 Lumber DOL 1.15 BC 0.33 Vert(CT) Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 5.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:37 2017 Page 1 I D: hZV EgGBggcE4mZG Gaf5Elgyz9 FT-hM Veth9XMeNdE BI D I RyBJ P3EXu_Y I9uzMT7TU Synd K4 2-0 0 ' 3�� s ao 10-11.9 15-11-1 20r 10.10 I 25.10-3 30.9-11 3� 39-5 14 4 2-0-0 3-3.4 2-8.12 4-11-9 4-11-9 4-11-9 4-11-9 4.11-9 4-11-9 3-8-10 4.0.2 5x6 = 6.00 12 08 = 08 = 3x6 = 012 = Scale = 1:78.0 5210 = 3x4 II N m AR AS " AT V " AU AV ' AW S r` AX AY AZ yr BA r v N 46 = 4x8 5x8 = 48 = 5x8 = 6x8 = 4x12 = 6x8 = 3� 3-4 6-0.0 10-11-9 15 11-1 20-10.10 25-110.-,l 30.9.11 I 35-9.4 39-5-14 , 43-6-0 3.3-4 2-8-12 4-11-9 4.11.9 4-11-9 4-1 4-11-9 4-11-9 3-8-10 4-0-2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Lid TCL20.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.17 U >999 240 TCDL15.0 Lumber DOL 1.15 BC 0.33 Vert(CT) -0.61 T -U >705 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.75 Horz(CT) 0.09 P n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MSH LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD BOT CHORD 2X6 DF SS G WEBS 2X4 DF Stud/Std G `Except* BOT CHORD E-U,G-U,G-R,J-R,J-P: 2X4 DF No.1&Btr G REACTIONS. (Ib/size) N=-1627/Mechanical, B=2564/0-5-8, P=6294/0-5-8 Max Horz B=126(LC 24) Max Uplift N=-1627(LC 1), B=-378(LC 8), P=-1218(LC 5) Max Grav N=163(LC 5), B=2564(LC 1), P=6294(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-4943/749, C -D=-4981/803, D -E=-4409/731, E -F=-6826/1142, F -G=-6826/1142, G -I= -3319/582,I -J= -3319/582,J -K= -1024/5887,K -L=-1024/5887, M -N=-343/163 BOT CHORD B -Y=-747/4388, X -Y=-747/4388, W -X=-1124/6446, U -W=-1124/6446, T -U=-1027/5862, R -T=-1027/5862, Q -R=-693/117, P -Q=-693/117, O -P=-2749/428. N-0=-2749/428 WEBS D -X=-178/1712, E -X=-2374/429, E -W=0/381, E -U=-95/477, F -U=-575/245, G -U=-182/1109, G -T=0/405, G -R=-2928/499, I -R=-597/252, J -R=-770/4620, J -P=-5980/1043, K -P=-591/257, L -P=-3944/736, L -N=-524/3414 PLATES MT20 GRIP 220/195 Weight: 491 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals, and 2-0-0 oc purlins (5-3-7 max.): D -M. Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- (15) 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=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 5) Provide adequate drainage to prevent water ponding. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) " 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. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Refer to girder(s) for truss to truss connections. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at Joints) except Qt=lb) N=1627, B=378, P=1218. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. /QEt ESS/ �,Zj TEQpOLu Q s Fy cc WJE C 75435 a: XI * EXP. 03131112018 August 15,2017 A 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. Befcre use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall is building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®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 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 Qhrus Heights, CA 95610 Job Truss Truss Type Qty Ply Pertuil R51419003 0617213 B22 Half Hip Girder 1 2 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:37 2017 Page 2 I D: hZVEq G BggcE4mZGGaf5E Igyz9 FT-hM V eth9XMeNd E BID I RyBj P3 EXu_Y 19uzMT7TU Synd K4 NOTES- (15) 13) This truss has large uplift reaction(s) from gravity load case(s). Proper connection is required to secure truss against upward movement at the bearings. Building designer must provide for uplift reactions indicated. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 120 Ib down and 96 Ib up at 6-0-0, 101 Ib down and 96 Ib up at 8-0-12, 101 lb down and 96 Ib up at 10-0-12, 101 Ib down and 96 Ib up at 12-0-12, 101 Ib down and 96 Ib up at 14-0-12, 101 Ib down and 96 Ib up at 16-0-12, 101 Ib down and 96 Ib up at 18-0-12, 101 Ib down and 96 Ib up at 20-0-12, 101 Ib down and 96 Ib up at 21-9-0, 101 Ib down and 96 Ib up at 23-5-4, 101 Ib down and 96 Ib up at 25-5-4, 101 Ib down and 96 Ib up at 27-5.4, 101 Ib down and 96 Ib up at 29-5-4, 101 Ib down and 96 Ib up at 31-5-4, 120 Ib down and 139 Ib up at 33-5-4, 120 Ib down and 139 Ib up at 35-5-4, 120 Ib down and 139 Ib up at 37-5-4, 120 Ib down and 139 Ib up at 39-5-4, and 120 Ib down and 139 Ib up at 41-5-4, and 181 Ib down and 131 Ib up at 43-4-4 on top chord, and 375 Ib down and 73 lb up at 6-0-0, 71 Ib down at 8-0-12, 71 Ib down at 10-0-12, 71 Ib down at 12-0-12, 71 Ib down at 14-0-12, 71 Ib down at 16-0-12, 71 Ib down at 18-0-12, 71 Ib down at 20-0-12, 71 Ib down at 21-9-0, 71 Ib down at 23-5-4, 71 Ib down at 25-5-4, 71 Ib down at 27-5-4, and 71 Ib down at 29-5-4, and 71 Ib down at 31-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 15) 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=-70, D -M=-70, B -N=-20 Concentrated Loads (lb) Vert: D=-101(8) M=-181 V=-52(8) X=-375(8) U= -52(B) F=-101(8) L=-107 S= -52(B) AB= -101(8) AC= -101(B) AD= -101(B) AE= -101(B) AF= -101(8) AG= -101(B) AH= -101(B) AI= -101(8) AJ= -101(B) AK= -101(B) AL= -101(B) AM= -101(B) AN= -107 AO= -107 AP= -107 AQ= -107 AR= -52(B) AS= -52(8) AT= -52(B) AU= -52(B) AV= -52(B) AW= -52(B) AX= -52(8) AY= -52(8) AZ= -52(B) BA= -52(B) AWARNING - Verify design parameters end 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 loran individual building component. not IMF 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 ANSIfTPI1 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 Ms CA 95610 Job Truss Truss Type Oty Ply Pertuit LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud 851419004 0617213 COI Hip Girder 1 2 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.13 Vert(CT) -0.12 L >999 180 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:39 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elgyz9FT-eldOINBnuFdLTVrcPs fog8hKhj2mChFpncaYLyndK2 -2-0-0 3-3-4 I 6-0-0 11-0-0 18-0-0 18-8-12 22-0-0 24-0-0 2-0-0 3-3-4 2-8-12 5-0-0 5 0 0 2-8-12 Scale = 1:43.0 4x6 = 08 = 4x6 = Zx4 11 axe — 1X4 'H 445 — Zx4 11 3x4 _ 3x4 = !g 3 8-0-0 11-0-0 16-0-0 18-8-12 22-0.0 3:11:14 2-6 12 5-0-0 5 0 0 2-8 12 3-3 4 Plate Offsets (X,Y)— [B:0-0.8,Edael, [H:0-0-8.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.16 Vert(LL) -0.03 L >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.13 Vert(CT) -0.12 L >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.16 Horz(CT) 0.03 H n/a n/a BCDL 10.0 Code IBC2015/TPI2014 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 puffins (6-0-0 max.): D -F. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) B=1441/0-5-8, H=1441/0-5-8 Max Horz B=63(LC 12) Max Uplift B=-259(LC 8), H=-259(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-2487/417, C -D=-2389/437, D -E=-2105/403, E -F=-2105/402, F -G=-2389/436, G -H=-2486/416 BOT CHORD B -O=-360/2196, N -O=-360/2196, L -N=-453/2674, K -L=-453/2674, J -K=-309/2196, H -J=-309/2196 WEBS D -N=-73/719, E -N=-702/166, E-0-702/166, F -K=-73/719 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 Do. 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=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 5) Provide adequate drainage to prevent water ponding. QRQFESS/�� 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 Q Q�' 1 EOOQ F RC1., 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. o C 75435 n1 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) � W C M B=259, H=259. EXP. 03/31!2018 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) 48 Ib down and 55 Ib up at 6-0-0, 45 Ib down and 55 Ib up at 8-0-12, 45 Ib down and 55 Ib up at 10-0-12, 45 Ib down and 55 Ib up at 11-11-4, and 45 Ib down and 55 Ib up at 13-11.4, and 48 Ib down and 55 Ib up at 16-0-0 on top chord, and 204 Ib down and 80 Ib up at 6-0-0, 16 Ib down 9 FOFCAI.)FQ at 8-0-12, 16 Ib down at 10-0-12, 16 Ib down at 11-11-4, and 16 Ib down at 13-11.4, and 204 Ib down and 80 Ib up at 15-11-4 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. August 15,2017 9 LOAD CASE(S) Standard U WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. IOPo312015 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-39 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 Pertuit 851419004 0617213 C01 Hip Girder 1 2 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:39 2017 Page 2 ID:hZV EgGBggcE4mZGGaf5Elqyz9FT-eldOINBnu FdLTVrcPs_fogBhKhj2mChFpncaYLyndK2 LOAD CASE(S) Standard' 1) Dead + Roof Live (balanced): Lumber Increase= 1.15, Plate Increase= 1.15 Uniform Loads (plf) Vert: A -D=-70, D -F=-70, F-1=40, B -H=-20 Concentrated Loads (lb) Vert: 0=-29(F) F= -29(F) M= -11(F) N= -204(F) K= -204(F) T= -29(F) U= -29(F) V= -29(F) W= -29(F) X= -11(F) Y= -11(F) Z= -11(F) A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7477 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekS oonnectom. 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 end/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 ANSIrTPl1 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 City Ply Penult 1.15 TCDL 15.0 Lumber DOL 1.15 851419005 0617213 CO2 Hip 1 t Code IBC20151TPI2014 WB 0.14 Horz(CT) 0.06 G n/a Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:40 2017 Page 1 ID: hZVEgGBggcE4mZGGaf5E Igyz9FT-6xBmWjCPFZIB5fOozaVuL2hok518VfGP2RM74nyndKl I 2-0-0 3-8- 4-3 4 8 0 0 14 0-0 i 17-8-12 i 22-0-0 24-0-0 I 2-0-0 4-3-4 12 6.0-0 3.8.12 4-3 4 2-0.0 I A 6x6 = 4x6 = Scale = 1:43.0 axu — — , ax. — oxo — xxa Ii Jx5 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 15.0 Lumber DOL 1.15 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code IBC20151TPI2014 CSI. DEFL. in (loc) I/defl L/d TC 0.44 Vert(LL) -0.05 J -L >999 240 BC 0.27 Vert(CT) -0.20 J -L >999 180 WB 0.14 Horz(CT) 0.06 G n/a n/a Matrix -MSH LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD BOT CHORD 2X4 OF No.1&Btr G WEBS 2X4 OF Stud/Std G *Except' D -J: 2X4 DF No.1&Btr G BOT CHORD REACTIONS. (Ib/size) B=1130/0 -5-8,G=1130/0-5-8 Max Horz B=80(LC 16) Max Uplift B=-111(LC 12), G=-111(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1763/307, C -D=-1474/287, D -E=-1273/287, E -F=-1474/287, F -G=-1763/307 BOT CHORD B -M=-150/1523, L -M=-150/1523, J -L=-86/1273, I -J=-180/1523, G -I=-180/1523 WEBS C -L=-286/105, D -L=0/338, E -J=0/338, F -J=-285/106 PLATES GRIP MT20 220/195 Weight: 104 Ib FT = 20% Structural wood sheathing directly applied or 4-11-8 oc purlins, except 2-0-0 oc pur ins (5-1-8 max.): D -E. 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- (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 and zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 100 Ib uplift at joint(s) except Qt=lb) �OQROFESS/O,t,� B=111, G=111. TEi?�Q 8) Graphical purlin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. W LU C 75435 M * EXP. 03/31/2018 * OF August 15,2017 ,& WARNING - Verify design paramefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. OF 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 WOW 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, sea 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 ID9 Citrus H i hts 581 Job Truss Truss Type Qty Ply Pertuit LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud 851419006 0617213 CO3 Hip 1 1 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.26 Vert(CT) -0.15 K -M >999 180 Job Reference (optional) Systems Plus Lumber Cc, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:40 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5ElgyzgFT-6xBm WJCPfZIB5fQozaVuL2hrS51 JVeYP2RM74nyndK1 2-0-0 5-3-4 10.0 0 12-M i6 8-12 I 22-0-0 i 24-0 0 2-0-0 5-3.4 4.8-12 2-0.0 4-8-12 5-3-4 2-0-0 0 A Scale = 1:43.0 4x6 = Jxb — — 11 oar — rxo — cxr 11 3x5 = 5-3-4 i 10-0-0 _ 12-0-0 } 16-8-12 22-0-0 5 3 4 4-8-12 2 0-0 4-8.12 5.3 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.04 K >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.26 Vert(CT) -0.15 K -M >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.25 Horz(CT) 0.06 G n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 109 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Bit G TOP CHORD Structural wood sheathing directly applied or 4-11-5 cc purlins, BOT CHORD 2X4 DF No.1 &Btr G except WEBS 2X4 DF Stud/Std G 2-0-0 cc purlins (6-0-0 max.): D -E. 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 guide. REACTIONS. (Ib/size) B=1130/0 -5-8,G=1130/0-5-8 Max Horz B=96(LC 16) Max Uplift B=-127(LC 12), G=-127(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1741/319, C -D=-1283/286, D -E=-1074/288, E -F=-1285/286, F -G=-1740/318 BOT CHORD B -M=-158/1496, K -M=-158/1496, J -K=-48/1072, I -J=-180/1495, G -I=-180/1495 WEBS C-0-487/151, D -K=-35/320, E -J=-35/321, F -J=-484/150 NOTES- (9) 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 and C -C Exterior(2) zone; cantilever left and right exposed ; and vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 100 Ib uplift at joint(s) except Qt=1b) 8=127, G=127, (ZOFESS/0' 8) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. �tp0 I EOQ 9(� 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. htV QCi �� y ILL! W C 75435cc N� ` * EXP. 03/31/2018 (JF CAU' August 15,2017 A WARNING- Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NII -7473 rev. 10/03/2075 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, notwi, a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate thls 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Mire fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI11 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, A 95610 Job Truss Truss Type Oty (loc) I/deb Ud H -J >999 240 H -P >999 180 F n/a n/a Pertuit LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G [ly� 851419007 0617213 C04 Common 3 1 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Job Reference o tional Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:412017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-a8k8j3C10ft2io7 XH17uFD7FVL1E5gYG55gdDyndKO 2-M5-9-4 I 11-0-0 16.2-12 22-0-0 I 24-M 2" 5-9.4 5-2-12 5.2-12 5-9-4 2 0-0 I A Scale = 1:41.7 46 = Jnp — 3X0 — I� LOADING (psf) TCLL 20.0 TCDL 15.0 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/TP12014 CSI. TC 0.26 BC 0.36 WB 0.25 Matrix -MSH DEFL. in Vert(LL) -0.07 Vert(CT) -0.22 Horz(CT) 0.05 (loc) I/deb Ud H -J >999 240 H -P >999 180 F n/a n/a PLATES GRIP MT20 220/195 Weight: 95 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-2 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 lastallation REACTIONS. (Ib/size) B=1130/0 -5-8,F=1130/0-5-8 Max Horz B=-105(LC 13) Max Uplift B=-133(LC 12), F=-133(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-1696/338, C -D=-1498/347, D -E=-1498/347, E -F=-1696/338 BOT CHORD B -J=-175/1456, H -J=-34/967, F -H=-191/1456 WEBS D -H=-98/556. E -H=-378/196, D -J=-98/556, C -J=-378/196 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. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) This truss has been designed for a 10.0 pat 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 100 Ib uplift at joint(s) except Ql=1b) B=133, F=133. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. QROFESSIGN\ iEOoos ziC 75435U.1 LU Of A 03/31/2018 / it August 15,2017 ,& WARNING - Verify design perimeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE U11.7473 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 MOW" M Il l ®1�' 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 City Ply Pertuit PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.29 851419008 0617213 C05 Common 1 1 BC 0.37 Vert(CT) -0.24 I -L >999 180 BCLL 0.0 Rep Stress Incr Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:42 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elgyz9FT-2KIXxPDfBA?vKyeB4?YMOTmAavh 1 zXriVlrE9gyndK? 5-9-1 11-0-0 16-2-12 22-0-0 i 24-0-0 5.9-4 5-2-12 5-2.12 5-9-4 2-0-0 Scale = 1:39.5 4x6 = 3 3x5 — 3xb — Iv 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 0.29 Vert(LL) -0.07 G -I >999 240 MT20 220/195 TCDL 15.0 Limber DOL 1.15 BC 0.37 Vert(CT) -0.24 I -L >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.26 Horz(CT) 0.05 E n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MSH Weight: 92 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4-9-10 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/S.d G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installatign awide, REACTIONS. (Ib/size) A=984/0-5-8, E=1136/0-5-8 Max Horz A=-121(LC 13) Max Uplift A =90(LC 12), E=-133(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-1720/363, B -C=-1536/371, C -D=1511/360, D -E=-1710/351 BOT CHORD A -I=-217/1498, G -I=-47/981, E -G=-203/1467 WEBS C -G=-94/554 D -G=-378/197, C -I=-114/591, B -I=-397/205 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. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical lett and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 desigred 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 100 Ib uplift at joint(s) A except Qt=1b) E=133. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. August 15,2017 A WARNING - Verl/y design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI67473 rev. 10/032015 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 bu Idling designer must verity the applicability of design parameters and properly incorporate this design into the overall wl 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 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 Heiahts. CA 95610 Job Truss Truss Type Ory Ply Pertuit (loc) I/dell L/d TCLL 20.0 Plate Grip DOL 851419009 0617213 C06 COMMON GIRDER 1 2 240 TCDL 15.0 Lumber DOL 1.15 BC 0.40 Vert(CT) Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:43 2017 Page 1 ID: hZVEgGBggcE4mZGGef5Eiqyz9FT-W WsvOlEHyU7my69Nei3bzgJKzlOpiy4rkPanh6yndK_ 5-9.4 11-0 0 I 16.2-12 F 22-0.0 24-0-0 5-9.4 5.2.12 5-2-12 5.9 4 2-0-0 Scale = 1:39.1 4x8 = A d' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell L/d TCLL 20.0 Plate Grip DOL 1.15 TC 0.38Vert(LL) -0.06 G -H >999 240 TCDL 15.0 Lumber DOL 1.15 BC 0.40 Vert(CT) -0.14 J -L >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.39 Horz(CT) -0.02 E n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH LUMBER - TOP CHORD 2X4 DF No.18Btr G BOT CHORD 2X6 DF SS G WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) A=1681/0-5-8, E=308/0-5-8 Max Horz A=-121(LC 35) Max Uplift A=-1043(LC 8), E=1466(LC 9) Max Grav A=1913(LC 40), E=1274(LC 41) PLATES GRIP MT20 220/195 Weight: 225 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pur ins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-2981/2'09, B -C=-1636/1901, C -D=-1634/1902, D -E=-2226/3248 BOT CHORD A -J=-1893/2709, H -J=-1893/2709, G -H=-2798/1944, E -G=-2798/1944 WEBS C -H= -1591/1148,D -H=-646/1761, D -G=-1809/429, B -H=-1882/347, B -J=-115/1251 NOTES- (10) 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, Except member D -G 2x4 - 1 row at 0-7-0 oc, member B -J 2x4 - 1 row at 0-7-0 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=110ni (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 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) except (jt=1b) A=1043, E=1466. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 515 Ib down and 95 Ib up at 1-11-4, 813 Ib down and 109 Ib up at 3-11-4, 53 Ib down and 165 Ib up at 5-11-4, 59 Ib down and 179 Ib up at 7-11-4, 74 Ib down and 201 Ib up at 9-11-4, 209 Ib down and 560 Ib up at 11-11-4, and 203 Ib down and 615 lb up at 13-11-4, and 151 Ib down and 1647 Ib up at 15-10-7 on bcttom 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 August 15,2017 AWARNING - Verity design p—rneten and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE U11-7473re, 10/0312015 BEFORE USE. wt 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 bu Iding 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 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 Qitrua Heights, 95610 Job Truss Truss Type City PlyPertuit R51419009 0617213 C06 COMMON GIRDER 1 2 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:44 2017 Page 2 ID: hZVEgGBggcE4mZGGaf5Elqyz9FT-_IOH L5FwjoFdZGkZCPagVurVjiM2ROK?z3KLCYyndJz LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1.15, Plate Increase= 1.15 Uniform Loads (plf) Vert: A -C=-70, C -F=-70, A -E=-20 Concentrated Loads (lb) Vert: 1=-31(B) J= -53(B) 0=-515(B) P= -813(B) 0=-5(B) R=214(B) S=361(B) T=972(B) AWARNING - Verffy design peremetem end READ NOTES ON THIS AND INCLUDED M/TEK 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. not �- a truss system. Before use. the building designer must verity the applicability of design parameters and property incorporate this design Into the overall A®k' 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 ly'iT 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 H i hts CA 95610 Job Truss Truss Type Qty Ply Pertuit SPACING- 2-0-0 CSI. DEFL. in 851419010 0617213 E01 Common Girder 1 1 0.28 Vert(LL) -0.07 H-1 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 1510:55:44 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-_iQHL5FwjoFdZGkZCPagVurW EiLIRLj?z3KLCYyndJz 2-0-0 F 3-11-4 7.4-0 10-8-12 i 14-8-0 16-8-0 2-0-0 3-11.4 3.4-12 3-4-12 3-11-4 2-0-0 Scale = 1:29.9 5x6 = Plate Offsets (X,Y)— [8:0-4-0,0-1-151, [F:0.4-0,0-1-151, [H:0-2.4,0-4-01, [I:0-2-4,0-4-01 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 0.28 Vert(LL) -0.07 H-1 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.48 Vert(CT) -0.24 H-1 >744 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.62 Horz(CT) 0.06 F n/a n/e BCDL 10.0 Code IBC2015rrP12014 Matrix -MSH Weight: 76 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.t&Btr G TOP CHORD Structural wood sheathing directly applied or 3-3-14 oc purlins. BOT CHORD 2X6 DF SS 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 guide. REACTIONS. (Ib/size) B=2075/0-3-8, F=2075/0-3-8 Max Horz B=-75(LC 9) Max Uplift B=-402(LC 8), F=-402(LC 9) FORCES, (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-3677/687, C -D=-3569/694, D -E=-3569/692, E -F=-3677/686 BOT CHORD 8-1=-610/3265, H -I=-378/2404, F -H=-538/3265 WEBS O -H=-323/1401, D -I=-324/1401 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) 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) except Qt=1b) B=402, F=402. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 551 Ib down and 122 Ib up at 7-4-0 on top chord, and 181 Ib down and 53 Ib up at 2-0-12, 403 Ib down and 135 Ib up at 4-0-12, 293 Ib down and 76 Ib up at 6-0-12, 284 Ib down and 78 Ib up at 7-4-0, 293 Ib down and 76 Ib up at 8-7-4, and 403 Ib down and 135 Ib up at 10-7-4, and 181 down and 53 Ib up at 12-7.4 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 -D=-70, D -G=-70, B -F=-20 Concentrated Loads (lb) Vert: D= -513(F) N= -181(F) 0=-403(F) P= -293(F) 0=-284(F) R= -293(F) S= -403(F) T= -181(F) QRpFESS/O,� TEODOs Fy LILI w� C 75435 � EXP. 03131/2018 OF August 15,2017 ,& WARNING • Verify, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473rev, 1010312015 BEFORE USE. 191'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 me applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing WOW 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, 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, A 9561 Job Truss Truss Type Qty Ply Pertuil PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.22 851419011 0617213 E02 Common 1 1 BC 0.13 Vert(CT) -0.04 I -J >999 180 BCLL 0.0 Rep Stress Incr Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:45 2017 Page 1 I D:hZVEgGBggcE4 mZGGaf5Elgyz9FT-Sv_fZRFYU5N U BQJI m753250ix6nZAwg8Bj3ul7yndJy I -2-0-0 2� 7-4-0 12-6-12 14-8-0 16-8-0 2-0-0 2-1-4 5.2-12 5-2-12 2.1 4 2-0-0 Scale = 1:29.9 4x6 = Lx9 ' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.01 I -J >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.13 Vert(CT) -0.04 I -J >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 F n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MSH Weight: 69 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 InatallallQa g1jide. REACTIONS. All bearings 0-5-8. (lb) - Max Horz B=75(LC 12) Max Uplift All uplift 100 Ib or less at joint(s) B, F. H, J Max Grav All reactions 250 Ib or less at joint(s) except B=269(LC 1), F=269(LC 1), H=531(LC 1), J=531(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (ib) or less except when shown. TOP CHORD C -D=-481/131, D -E=-481/131 WEBS E-1=0/264, E -H=-504/192, C-1=0/264, C -J=-504/185 NOTES- (7) 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. It: Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 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) B, F, H, J. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. p, tEOpFy�� L w C 75435 t EXP. 03/31/2018 August 15,2017 .. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 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 verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indlcated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iY' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the i,iTek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 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 8 I ht 95810 Job Truss Truss Type Qty Ply Pertuit LOADING (PSI) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP R51419012 0617213 E03 Common 1 1 Lumber DOL 1.15 BC 0.13 Vert(CT) -0.03 G -H >999 180 BCLL 0.0 ' Rep Stress Incr YES Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:46 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-w5Y1 mmGAEPVLpauyJgclbJxsW W6mvKOHQNpRHRyndJx 2r -0-0 2-1 4 I 7-0-0 12.6-12 14.8 0 2-0-0 2-1-4 5-2.12 5-2-12 2-1-4 Scale = 1:27.6 4x6 = 10-82 1 7.4-0 12-6-12 1 9 9 14-8-0 1-10-8 0 2 5-2-12 5-2-12 0- • 2 1-10-8 Plate Offsets (X,Y)— IB:Edge,0-0-41. [F:Edoe.0-041 LOADING (PSI) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.01 G -H >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.13 Vert(CT) -0.03 G -H >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.29 Horz(CT) -0.00 G n/a n/a BCDL 10.0 Code IBC2015ffP12014 Matrix -MSH Weight: 66 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 6-0-0 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 Installs ion guide. REACTIONS. (Ib/size) G=618/0-5-8, 1=84210-5-8 Max Horz 1=91 (LC 12) Max Uplift G=-67(LC 13), 1=-123(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=449/492, C -D=-373/58, D -E=-372/57 BOT CHORD B -I=-385/471, H -I=-385/405 WEBS E -H=-14/260, E -G=-541/244, C -H=-319/653, C-1=-788/430 NOTES- (7) 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 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) G except (jt=1b) 1=123. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OQRpFESS/ONS TEOpps W W� C 75435 _ EXP, 03/31/2018 i OF August 15,2017 AWARNING • Verily, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. IOM312015 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 bracing411 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 911rua Heights. CA 95610 Job Truss Truss Type Qty Ply Pertuit DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 851419013 0617213 E04 Common 2 1 BC 0.15 Vert(CT) -0.04 E -F >999 180 BCLL 0.0 Rep Stress Incr YES Job Reference o tional Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:47 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-PH6Q 6Ho?jdCQJT8tY8X7WT?5wRgegERf1Y?ptyndJw 5-5-8 10.11.0 5.5.8 5-5-8 Scale = 1:25.3 4xf F 4x8 = D 3x4 11 3x4 11 5-5.8 5.5.8 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.43 Vert(LL) -0.01 E -F >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.15 Vert(CT) -0.04 E -F >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 D n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 52 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. t&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 Installa ion ouide. REACTIONS. (Ib/size) F=478/0-5-8, D=478/0-5-8 Max Horz F=68(LC 11) Max Uplift F=-41 (LC 12), D=-41 (LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-514/144, B -C=-514/144, A -F=-429/152, C -D=-429/152 WEBS A -E=-16/277, C -E=-17/277 NOTES- (7) 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. ll; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 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) F, D. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OQq,OFESS/pN 1EOp 'le c X w C 75435 � M EXP. 03/31/2018 1* OF August 15,2017 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE A111-7473rev. 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 property incorporate this design Into the overall of building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MI Tek• 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, a" 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 it a Helahti, CA 95610 Job Truss Truss Type Oty Ply Pertuil I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 R51419014 0617213 E05 COMMON GIRDER 1 2 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.36 Vert(CT) -0.09 Job Reference o tional Systems Pius Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:48 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-tUfoBSIOmOm32t1 KRFfmgkODzJkeN6DathIYLKyndJv 10-11.0 10-5,8 a-�oa o-•2 46 11 0-5-8 Scale = 1:25.3 F 5x10 = 12x14 = D 500 = 5-5-8 10-5-8 1-11 5 8 5-0-0 5-0-0 s-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.03 E -F >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.36 Vert(CT) -0.09 E -F >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.78 Horz(CT) 0.01 D n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Weight: 137 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD BOT CHORD 2x8 DF SS WEBS 2X4 DF Stud/Std G "Except' BOT CHORD A-F,C-D: 2x8 DF SS REACTIONS. (Ib/size) F=5206/0-5-8, D=5617/0-5-8 Max Horz F=64(LC 7) Max Uplift F=-368(LC 8), D=-484(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-4385/368, B -C=-4385/368, A -F=-2570/243, C -D=-2589/240 BOT CHORD E -F=-141/1428, D -E=-146/1329 WEBS B -E=-238/3531, C -E=-174/2560, A -E=-194/2460 Structural wood sheathing directly applied or 6-0-0 oc pudins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- (10) 1) 2 -ply truss to be connected together with IOld (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 4 rows staggered at 0-2-0 oc. Bottom chords connected as follows: 2x8 - 2 rows staggered at 0-5-0 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; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. It: 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 pal 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) except (jt=lb) F=368, D=484. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1661 Ib down and 101 Ib up at 0-8-4, 1642 Ib down and 115 Ib up at 2-8-4,1646 Ib down and 134 Ib up at 4-8-4, 1646 Ib down and 150 Ib up at 6-8-4, and 1646 Ib down and 162 Ib up at 8-8-4, and 1654 Ib down and 154 Ib up at 10-7-6 on bottom 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 /QEtOFESS/pN� iEOp��/�Fyc LU C 75435 EXP. 03/31/2018 August 15,2017 ,& WARNING • Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 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 ANSIITPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Sheet, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heiahts. CA 9561 Job Truss ' Truss Type Qty Ply Pertuit 851419014 0617213 E05 COMMON GIRDER 1 2 Job Reference (optional) 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 -B=-70, B -C=-70, D -F=-20 Concentrated Loads (lb) Vert: D= -1654(B) G= -1661(B) H=-1642(13)1=-1646(B)J=-1646(B) 0-1646(13) 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:48 2017 Page 2 I D:hZVEgGBggcE4mZGGaf5Elqyz9FT-tUfoBSIQmOm32t1 KRFfmgkODzJkeN6DathlYLKyndJv ® 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 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. I Suite 109 itrus ei his CA 95610 Job Truss Truss Type pry Ply 4.4-12 grip DOL=1.33 3-11-10 Plate Offsets (X,Y)— [B:0-0-8,Edgel 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 rpertuit851419015 0617213 H01 Diagonal Hip Girder 4b DEFL. in floc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.50 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 66 Ib down and 13 Ib up at Reference (optional) Systems Plus Lumber Co, Anderson, CA 2-10-11 4-4-12 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:49 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elgyz9FT-LgDAPoJ2XKuwg1cX?zA?CxYJVJ746J_k6L15umyndJu 3x4 11 Scale = 1:22.5 NOTES- (9) 4-4-12 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; 8-4-5 MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate 4.4-12 grip DOL=1.33 3-11-10 Plate Offsets (X,Y)— [B:0-0-8,Edgel 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 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.50 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 66 Ib down and 13 Ib up at Vert(LL) -0.02 F -I >999 240 MT20 220/195 TCDL . 15.0 Lumber DOL 1.15 BC 0.15 03 Vert(CT) -0.03 E -F >999 180 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. BCLL 0.0 ' Rep Stress Incr NO WB 0.17 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Horz(CT) 0.01 E We n/a �TFOFCAO1 BCDL 10.0 Code IBC2015lrP12014 Matrix -MP Weight: 38 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. I&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, BOT CHORD 2X4 DF No. t&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. (Ib/size) B=616/0-7-6, E=352/Mechanical Max Horz B=141(LC 7) Max Uplift B=-176(LC 4), E=-58(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-580/40 BOT CHORD B -F=-76/468, E -F=-76/468 WEBS C -E=-507/85 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) E except Qt --lb) B=176.FESS! 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 66 Ib down and 13 Ib up at ?,oFES 2-9-8, 66 Ib down and 13 Ib up at 2-9-8, and 47 Ib down and 50 Ib up at 5-7-7, and 47 Ib down and 50 Ib up at 5-7-7 on top chord, 16 Ib down 14 Ib 2-9-8,16 Ib down 14 Ib 2-9-8, t`0 TE0T Fye and and up at and up at and 25 Ib down at 5-7-7, and 25 Ib down at 5-7-7 on bottom ��� chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) loads 03 section, applied to the face of the truss are noted as front (F) or back (B). C 75435 rn 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. w LOAD CASE(S) Standard * 2018 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -D=-70, E -G=20 �TFOFCAO1 August 15,2017 A 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 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, DSS -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 Brus ftahtc CA 95610 Job Truss Truss Type Qty y Pertuit �Pi 851419015 0617213 H01 Diagonal Hip Girder 4 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA LOAD CASE(S) Standard Concentrated Loads (lb) Vert: K= -8(F=4, B=-4) M= -18(F=-9, B=-9) 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:49 2017 Page 2 ID:hZVEgGBggcE4rliZGGaf5Elqyz9FT-LgDAPoJ2XKuwglcX7zA7CxYJVj746j_k6L15umyndJu A WARNING - Verily, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 1010312013 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 I� AA building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing i iTek• Is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the V l 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 avallable from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 CitLug Hei his CA 95610 Job Truss Truss Type Oty Ply Pertuit grip DOL=1.33 LOADING (psf) SPACING- 2-0.0 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 851419016 0617213 H02 Diagonal Hip Girder 2 1 TC 0.50 Vert(LL) -0.02 E -F >999 240 MT20 220/195 TCDL 15.0 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:49 2017 Page 1 ID: hZVEgGBggcE4mZGGaf5Elqyz9FT-LgDAPoJ2XKuwg 1 cX?zA?CxYJVj7u6lgk6L15umyndJu 1 -2-10-11 4-4-12 1 8-4-5 2-10-11 4-4-12 3-11-10 3x4 11 Scale = 1:22.5 NOTES- (9) 3.3-3 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; 5-1-2 Plate Offsets (X,Y)— fB:0-0-8,EdcIe1 grip DOL=1.33 LOADING (psf) SPACING- 2-0.0 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 CSI. DEFL. in floc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.50 Vert(LL) -0.02 E -F >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 2-9-8, 66 Ib down and 13 Ib up at 2-9-8, and 10 Ib down and 10 Ib up at 5-7-7, and 47 Ib down and 50 Ib up at 5-7-7 on top chord, BC 0.17 Vert(CT) -0.06 E -F >999 180 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). BCLL 0.0 ' Rep Stress Incr NO !y WB 0.06 Horz(CT) -0.00 B nla n/a c BCDL 10.0 Code IBC2015I TPI2014 Uniform Loads (plf) Matrix -MP Vert: A -D=-70, E -G=-20 Weight: 39 Ib FT = 20% LUMBER- Vert: K= -4(B) L= -14(F=-5, B=-9) 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.t&Btr G except end verticals. 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. (Ib/size) B=411/0-7-6, F=327/1-5-1, E=221 /Mechanical Max Horz B=141(LC 7) Max Uplift B=-184(LC 4), F=-22(LC 8), E=-52(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS C -F=-305/117 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 capable of withstanding 100 Ib uplift at joint(s) F, E except (jt=1b) B=184. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 66 Ib down and 13 Ib up at 2-9-8, 66 Ib down and 13 Ib up at 2-9-8, and 10 Ib down and 10 Ib up at 5-7-7, and 47 Ib down and 50 Ib up at 5-7-7 on top chord, and 5 Ib down and 6 Ib up at 5-7-7, and 25 Ib down at 5-7-7 on bottom chord. The design/selection of such connection device(s) is 99,oFESS,f0 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). �E��O�1 Fye 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co.tC(P !y C 75435 LOAD CASE(S) Standard c 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 EXP. 03/31/2018 Uniform Loads (plf) Vert: A -D=-70, E -G=-20 Concentrated Loads (lb) q klik e Vert: K= -4(B) L= -14(F=-5, B=-9) nt 1r August 15,2017 M WARNING - VeAfy design paramefers 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 a 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 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 HeIonia CA 95610 Job Truss Truss Type Qty Ply Pertuit Plate Grip DOL 1.15 TC 0.51 TCDL 15.0 851419017 0617213 H03 Rafter 2 1 YES WB 0.00 BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH Job Reference (optional) 0 Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:50 2017 Page 1 I D:hZVEgGBggcE4mZGGaf5Elgyz9FT-psnYc8JgleOnHBBjYghEl95T37VIrCttL7nfOCyndJt LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.51 TCDL 15.0 Lumber DOL 1.15 BC 0.00 BCLL 0.0 ' Rep Stress Incl YES WB 0.00 BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH LUMBER - TOP CHORD 2X4 DF No.18Btr G DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) -0.02 D -E >999 240 Vert(CT) 0.03 D -E >999 180 Horz(CT) 0.00 E fila n/a BRACING - TOP CHORD BOT CHORD REACTIONS. All bearings 0-2-2 except (jt=length) A=Mechanical, E=0-7-6. (lb) - Max Horz A=-185(LC 9) Max Uplift All uplift 100 Ib or less at joint(s) A, B, C, D except E=-263(LC 9) Max Grav All reactions 250 Ib or less at joints) B, C, D except A=322(LC 1), E=445(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Weight: 19 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. NOTES- (11) 1) Wind: ASCE 7-10; VuIt=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) A, B, C, D except (jt=lb) E=263. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) B, C, D, E. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 257 Ib down and 89 Ib up at 0-0-12 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 Uniform Loads (plf) Vert: A -F=-70 Concentrated Loads (lb) Vert: A= -257(B) 1:21.3 O?rkOFESSJp,�9 1EQQ��<<cy C UI4Zi LLIC 75435 c m CK 7, EXP�3/_31312018 /* August 15,2017 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473,,v. 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 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 BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 illus H i his A 95610 Job Truss Truss Type Qty Ply Pertuit (loc) Well L/d PLATES GRIP TCLL 20.0 851419018 0617213 J01 Jack -Open 12 1 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 Job Reference (optional) Systems Plus Lumbe• Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:51 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-H3LwgUKJ3x8evLmv6OCTHMejgXrHaf71 aeWCyeyndJs 2.0-0 1-10-15 Scale = 1:11.8 LOADING (pso SPACING- 2-0-0 CSI1 DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) 0.00 G >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.04 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/TP12014 Matrix -MP Weight: 9 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1 &Btr G REACTIONS. (Ib/size) C=21/Mechanical, B=299/0-5-8, D=-10/Mechanical Max Horz B=67(LC 12) Max Uplift C=-10(LC 12), B=-72(LC 12), D=-10(LC 1) Max Grav C=21(LC 1), B=299(LC 1), D=20(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-10-15 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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. w C 75435 * i xR 03131/2018 OF August 15,2017 ,& WARNING - Vergy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473rev. IOM312015 BEFORE USE.6 Design valid for use only with WW 5- 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, celivery, erection and bracing of trusses and truss systems, see ANSIrrPN 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 Heichts. CA 95610 Job Truss Truss Type Oty Ply Pertuit PLATES GRIP MT20 220/195 Weight: 14 Ib FT = 20% LUMBER- BRACING - 851419019 0617213 J02 Jack -Open 10 1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 1510:55:51 2017 Page 1 ID:hZVEgGBggcE4mZGGafSElgyz9FT-H3LwgUKJ3x8evLmv6OCTHMejgXgjaf7l aeWCyeyndJs -2-0-0 3-10-15 2-0-0 3-10-15 Scale = 1:16.8 LOADING (pso TCLL 20.0 TCDL 15.0 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/TP12014 CSI. TC 0.20 BC 0.08 WB 0.00 Matrix -MP DEFL. in Vert(LL) -0.01 Vert(CT) -0.02 Horz(CT) 0.00 (loc) I/deft Ud D -G >999 240 D -G >999 180 C n/a n/a PLATES GRIP MT20 220/195 Weight: 14 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-15 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 Install tion ggicle. REACTIONS. (Ib/size) C=100/Mechanical, B=350/0-5-8, D=37/Mechanical Max Horz B=104(LC 12) Max Uplift C=-45(LC 12), B=-61(LC 12) Max Grav C=100(LC 1), B=350(LC 1), D=67(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (7) 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. It: Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. August 15,2017 AWARNING - Verfry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MS -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 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 H i hts A 95610 Job Truss Truss Type Qty Ply Pertuit Plate Grip DOL 1.15 TC 0.34 TCDL15.0 851419020 0617213 J03 Jack -Open 27 1 YES WB 0.00 BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:52 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elgyz9FT-IFvJ 1 gLxgFGUXVL6g5jigaAsDx8VJ6NAoIGmV5yndJr -2-0-0 6-0-0 2 0-0 6-0-0 Scale = 1:21.9 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.34 TCDL15.0 Lumber DOL 1.15 BC 0.24 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1 &Btr G REACTIONS. (Ib/size) C= 171 /Mechanical, B=431/0-5-8, D=72/Mechanical Max Horz B=143(LC 12) Max Uplift C=-77(LC 12), B=-60(LC 12) Max Grav C=1711 (LC 1), 8=431 (LC 1), D=111(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. DEFL. in (loc) I/deft Lid PLATES GRIP Vert(LL) -0.04 D -G >999 240 MT20 220/195 Vert(CT) -0.16 D -G >457 180 Horz(CT) 0.00 B n/a n/a Weight: 20 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. NOTES- (7) 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 DO 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) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. August 15,2017 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7479 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 ' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ,"� ek" 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 ANSIfrPh Quality Criteria, DSB-88 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 H i hts CA 95610 Job Truss Truss Type Qty Ply Pertuit PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.37 851419021 0617213 J04 Jack -Open 6 1 Vert(CT) -0.16 G -J >440 180 BCLL 0.0 Rep Stress Incr YES Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:52 2017 Page 1 ID: hZVEgGBggcE4mZGGaf5Elqyz9FT-IFvJ 1 gLxgFGUXVL6g5jiqaAsrx8PJ6NAoIGmV5yndJr 20 0 6-0-0 11-0-0 22-0 6-0-0 5-M Scale = 1:34.5 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 0.37 Vert(LL) -0.04 G -J >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.24 Vert(CT) -0.16 G -J >440 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 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.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 ui e. REACTIONS. All bearings 0-1-8 except (jt=length) B=0-5-8, G=Mechanical, C=0-3-1. (Ib) - Max Horz B=235(LC 12) Max Uplift All uplift 100 Ib or less at joints) B, D, E except C=-114(LC 12) Max Grav All reactions 250 lb or less at joints) G, C, D, E except B=436(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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) B, D, E except at --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. 1 tV p���Fy\` C 75435 m EXP. 03/31/2018 August 15,2017 ® 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 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 :7" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the MlTek* 91.RR fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII 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 8rus Heights. CA 95610 Job Truss Truss Type City TCLL Pertuit Plate Grip DOL 1.15 TC 0.20 TCDL �Ply� 851419022 0617213 J06 Jack -Open 2 1 YES WB 0.03 BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:53 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-DRThEAMZbZOL8ewlEoExNnj3AKXr2Z5J1y?J1XyndJq 2-0-0 2-6.12 1-4-3 LOADING (pat] SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.20 TCDL 15.0 Lumber DOL 1.15 BC 0.04 BCLL 0.0 Rep Stress Incr YES WB 0.03 BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP LUMBER - TOP CHORD 2X4 DF No.l&Btr G BOT CHORD 2X4 DF No.18Btr G WEBS 2X4 DF Stud/Std G 2-6-12 3-10.15 2-6-12 1 4-3 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) 0.00 1 >999 240 MT20 220/195 Vert(CT) 0.00 1 >999 180 Horz(CT) -0.00 D n/a n/a REACTIONS. All bearings Mechanical except Qt=length) B=0-5-8, F=0-5-8. (Ib) - Max Horz B=104(LC 12) Max Uplift All uplift 100 Ib or less at joint(s) D, B, E, F Max Grav All reactions 250 Ib or less at joints) D, E, F except B=306(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:16.8 Weight: 16 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-15 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 ggidg. 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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. E. F. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. /QR IEpQEODn s fiy LUW C 75435 EXP. 03/31/2018 l* OF August 15,2017 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI147473 rev. 10/03/2013 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 MIT!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, a" ANSIITPII Quality Criteria, OSS49 and SCSI Building Component back Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. t A_85810 Job Truss Truss Type Qty Ply Pertuit SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d 851419023 0617213 J07 Jack -Open 6 1 E -F >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.06 Job Reference o tional Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:53 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elgyz9FT-DRThEAMZbZOL8ewlEoExNnj3AKKX2YYJ1y?J1XyndJq -2-0-02.6-12 6-0-0 r 2-0-0 2-6.12 3-5-4 I Scale = 1:21.9 Plate Offsets (X,Y)— [B:Edge,0-0-41 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 0.20 Vert(LL) -0.00 E -F >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.06 Vert(CT) -0.01 E -F >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) -0.00 D n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP 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. WEBS 2X4 DF 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 Mechanical except (jt=length) B=0-5-8, F=0-5-8. (lb) - Max Horz B=143(LC 12) Max Uplift All uplift 100 Ib or less at joint(s) D, B, F Max Grav All reactions 250 Ib or less at joint(s) D, E except B=280(LC 1), F=264(LC 1) 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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, F. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. QRO ESS/pN�� � PDQ T EOp���Fy�l WJ C 75435 112018 /* August 15,2017 AWARNING -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 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Nil 1." is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding theR 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 H i hts CA 95610 Job Truss Truss Type City Ply Pertuit 851419024 0617213 J08 Roof Special Girder 2 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:54 2017 Page 1 I D:hZVEgGBggcE4mZGGaf5E IgyzgFT-he 13SVM B MsW CmoV Un WmAv7G ESkr6nzrTGclsZzyndJ p 1-11-11 4-2-5 I 7-4-0 2-0-0 1-8.12 04.15 2.2.10 3.1.11 4x6 Scale = 1:17.9 2.0.14 0-8.6 010.0 0.6-2 2. 2A 74.0 1-7 3.1-11 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 0.23 Vert(LL) -0.01 F -G >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.10 Vert(CT) -0.03 F -G >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.19 Horz(CT) -0.00 F n/a n1a BCDL 10.0 Code IBC2015ITP12014 Matrix -MP Weight: 33 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1 &BIT G TOP CHORD Structural wood sheathing directly applied or 7-4-0 oc purlins, BOT CHORD 2X4 OF 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 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 10-0-0 oc bracing: F -G. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, In accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-3-8 except Qt=length) F=Mechanical, 1=1-8-0. (lb) - Max Horz B=45(LC 12) Max Uplift All uplift 100 Ib or less at joint(s) F, I, J. H except B=-139(LC 27) Max Grav All reactions 250 Ib or less at joints) F, B, I, J, H FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-691284, D -E=-342178 BOT CHORD B -J=-262/61, I -J=-262/61 WEBS C -I=-355/76, C -G=-71/441, D -G=-254/100, E -G=-76/350 NOTES- (14) 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) 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, 4) Provide adequate drainage to prevent water ponding. 5) Gable studs spaced at 1.4-0 oc. 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 QRpFESS10,� 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. 7.��' f�1Q SE000� Fig 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) F, I, J, H except w C 75435 (jl=1b) B=139. LU 11) Graphical puriin representation does not depict the size or the orientation of the puriin along the top and/or bottom chord. EXP. 03/31/2018 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 126 Ib down and 31 Ib up at 1-8-8 on top chord, and 34 Ib down and 16 Ib up at 4-0-12, and 26 Ib down and 6 Ib up at 6-0-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 13) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). FOF CAl1F0Ei 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard August 15,2017 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111411.7473 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 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 MiTsk- 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 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 Hehta A 95610 Job Truss Truss Type Oty Ply Pertuil 851419024 0617213 J08 Roof Special Girder 2 1 Job Reference o lional Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:54 2017 Page 2 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-he 13SVMBMsW CmoVUnW mAv7GESkr6nzrTGclsZzyndJp LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase= 1.15, Plate Increase= 1.15 Uniform Loads (plf) Vert: A -C=-70, C -E=-70, F -K=-20 Concentrated Loads (lb) Vert: G= -11(B) N=6(B) A WARNING. Verfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473rev. 1010.7/2015 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 buss 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 fabdcatlon, storage, delivery, erection and bracing of trusses and truss systems, see ANSfrrPl1 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 Heinhts, CA 95610 Job Truss Truss Type Qty Ply Pertuit MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right LOADING (psf) SPACING- 2-0-0 CSI. R51419025 0617213 J09 Roof Special 2 1 Vert(LL) -0.01 E -F >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.10 Job Reference o tionai Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:55 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-AgbRfrNp7Ae3Oy4hLDHPSCoOu8BOW SBcVGUQ5QyndJo -2-0-0 1 3-6-12-11.11 7.4.0 2-M 3-&12 0- 4-15 3-4-5 Scale = 1:17.9 4x6 \\ NOTES- (11) 3.6-12 1) Unbalanced roof live loads have been considered for this design. 3-94 Plate Offsets (X,Y)— [B:0-0-8,Edgel MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.31 Vert(LL) -0.01 E -F >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.10 Vert(CT) -0.02 E -F >999 180 t�S IEO0Qs�Fy� BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 E n/a n/a t4 a h BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP * LOAD CASE(S) Standard Weight: 33 Ib FT = 20% LUMBER- l q BRACING - FOFCAI�Fp 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: 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) B=505/0-3-8, E=423/Mechanical Max Horz B=83(LC 11) Max Uplift B=-114(LC 12), E=-115(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=446/92 BOT CHORD B -F=-138/358, E -F=-141/351 WEBS C -E=-392/136 NOTES- (11) 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) except (jt=1b) Q?,pFESSJON� B=114, E=115. 9) Graphical puriin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. t�S IEO0Qs�Fy� 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 83 Ib down and 163 Ib up at to J y 3-8-8, and 141 Ib down and 197 Ib up at 6-0-12 on top chord. The design/selection of such connection device(s) is thew C 75435 G responsibility of others. t4 a h 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. EXP. 03131/2018 * LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 l q Uniform Loads (plp FOFCAI�Fp Vert: A -C=-70, C -D=-70, E -G=-20 August 15,2017 A 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 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 MOW 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 BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Qitru2 Heiights. CA 95610 Job Truss Truss Type Qty PlyPertuit R51419025 0617213 J09 Roof Special 2 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MTek Industries, Inc. Tue Aug 15 10:55:55 2017 Page 2 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-AgbRfrNp7Ae3Oy4hLDHPSCoOu8BOW SBcVGU050yndJo LOAD CASE(S) Standard Concentrated Loads (lb) Vert: J=-141 A WARNING - Verily design Para me fare and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1023/2015 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 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 ANSIrTPl1 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 Pertuil CSI. DEFL. in floc) Ildefl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.15 851419026 0617213 J10 Roof Special 2 1 Vert(CT) -0.08 F -I >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 E n/a n/a Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:56 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5ElgyzgFT-eO8ptBORuUmw?6flvxoe QLZOYV4FvvmjwEzesyndJn -2 - 2 11-1 7 4-0 2, 5-6-12 4-1 1-4.5 Scale = 1:22.9 4x6 \\ 3x4 11 I 5-6-12 7.4-0 5-6-12 1-9-4 Plate Offsets (X Y)— (B:0-2-0 Edge] LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in floc) Ildefl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.02 F -I >999 240 MT20 2201195 TCDL 15.0 Lumber DOL 1.15 BC 0.19 Vert(CT) -0.08 F -I >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) 0.00 E n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 35 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: 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) B=485/0-3-8, E=313/Mechanical Max Horz B=121(LC 11) Max Uplift B=-90(LC 12), E=-56(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-276/49 WEBS C -E=-342/132 NOTES- (11) 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. If; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) B, E. 9) Graphical puffin representation does not depict the size or the orientation of the puffin along the top and/or bottom chord. ??aoFESSl0 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 70 Ib down and 133 Ib up at 5-8-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. L� Q� 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ti JQ a w C 75435 c LOAD CASE(S) Standard 1) Dead + Roof live (balanced): Lumber Increase=1.15, Plate Increase=1.15 EXP. 03/31/2018 Uniform Loads (plf) Vert: A -C=-70, C -D=-70, E -G=-20 Concentrated Loads (lb) j. Vert: C=-11 OFCAt1 August 15,2017 A 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 verity the applicability of design parameters and properly incorporate this design into the overall ON 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 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 Job Truss Truss Type Qty LOADING (psf) Pertuit CSI. DEFL. in (loc) I/deft L/d PLATES GRIP �Ply� 851419027 0617213 J11 Jack -Closed 1 1 Lumber DOL 1.15 BC 0.37 Vert(CT) -0.35 D -G >245 180 BCLL 0.0 ' Job Reference o tional Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:57 2017 Page 1 I D: hZV E q GBggcE4 mZGGaf5E I gyz9FT-6DiC4XP3fn undGD3TeJtXd ugmypa_NcvyazXA IyndJm 2 -2.1 70 2-0-0 7.2-15 04-1 3x4 i C Scale = 1:26.3 Plate Offsets (X Y)— (B:0-0-4,EdQe1IC:0-1-14,0-1-81 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 0.55 Vert(LL) 0.09 D -G >980 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.37 Vert(CT) -0.35 D -G >245 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 B n/a n/a BCDL 10.0 Code IBC2015rrP12014 Matrix -MP Weight: 29 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 end verticals. 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. (Ib/size) D=304/Mechanical, B=483/0-3-8 Max Horz B=155(LC 11) Max Uplift D=-58(LC 12), B=-78(LC 12) 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 pat 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. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q?,aFESS/oN TEOD Fy wP C 75435Of * ,E�a-a�r2o1s August 15,2017 A WARNING - Verify design Par amefar* and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. IOM312015 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 Nil building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek building 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 8ru H "his 9561 Job Truss Truss Type Ory Ply Pertuit 851419028 0617213 J12 Monopitch Supported Gable 2 1 Job Reference io tional Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:57 2017 Page 1 ID: hZV EgGBggcE4mZGGaf5E Igyz9FT-6 DiC4XP3fnundGD3TeJtXdul9yuy_NcvyazXAlyndJm 2-0.0 1-11-11 AL SUPPORT OF FREE END ,RD IS REQUIRED. I� 0 Scale: V=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) 0.01 C n/r 120 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.03 Vert(CT) -0.01 C n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 n/a n/a BCDL 10.0 Code IBC2015rfP12014 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 1-11-11 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 Installabort REACTIONS. (Ib/size) B=300/2-0-0, D=18/2-0-0 Max Horz B=70(LC 9) Max Uplift B=-80(LC 9) Max Grav B=300(LC 1), D=39(LC 3) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (10) 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 chord bearing. 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc. 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 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OQ?,pFESS/0,9 1E0p04" w� C 75435 �`Pc P. 03/31/2018 August 15,2017 ,& WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIA7473 rev. 1"312015 BEFORE USE. Design valid for use only with MITOW 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 M Tek - 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 H§iohtl. CA 95610 Job Truss Truss Type Ory Ply Pertuit I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 851419029 0617213 J13 Jack -Closed 2 1 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 Job Reference o lional Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:58 2017 Page 1 ID: hZVEgGBggcE4mZGGaf5Elqyz9FT-aPGaItPi05OeFOoFOMg64rOwvLDljgs2BEJ41kyndJl I -2-0-0 I 2 0 0 3-11.11 2.0.0 2-0.0 1-11-11 A C Scale = 1:17.2 LOADING (psf) SPACING- 2-0-0 CSI. DEPL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.00 G >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.08 Vert(CT) -0.00 G >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 C n/a ri BCDL 10.0 Code IBC2015fTP12014 Matrix -MP Weight: 12 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.18Btr G BOT CHORD 2X4 DF No.18Btr G REACTIONS. (Ib/size) C=92/Mechanical, B=325/0-3-8, D=311 /Mechanical Max Horz B=103(LC 12) Max Uplift C=-45(LC 12), B=-65(LC 12), D=-3(LC 12) Max Grav C=92(LC 1), B=325(LC 1), D=42(LC 3) 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 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 loAtallatign gLilde, NOTES- (7) 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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. it tupds`Fy�\ wP C 75435 0 m *EXP, 03/31!2018 OF August 15,2017 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/038015 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 y�ek, 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 WOW 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, 95610 Job Truss Truss Type Qty Ply Pertuit Plate Grip DOL 1.15 TC 0.20 TCDL 15.0 851419030 0617213 J14 Jack -Closed 2 1 YES WB 0.00 BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:58 2017 Page 1 I D:hZVEgGBggcE4mZGGaf5Elqyz9FT-aPGaItPiQ5OeFQoFOMg64rQwvLDHjgs2BEj4ikyndJl 2-0-0 2-0-0 3-11.11 Scale = 1:22.4 2-0-0 l �-n-n LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.20 TCDL 15.0 Lumber DOL 1.15 BC 0.08 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) B=313/0-3-8, E=4/Mechanical, C=281/0-1-8 Max Horz B=138(LC 12) Max Uplift B=-43(LC 12), C=-121(LC 12) Max Grav B=313(LC 1), E=30(LC 3), C=2811 (LC 1) DEFL. in (loc) I/dell L/d PLATES GRIP Vert(LL) -0.00 H >999 240 MT20 220/195 Vert(CT) -0.00 H >999 180 Horz(CT) -0,00 C n/a n/a Weight: 15 Ib FT = 20% 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. 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) B except (jt=lb) C=121. 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. �1�pFESS/pH T E 0 Fye U.1 wP C 75435 a X1 August 15,2017 ,& WARNING - Verffy 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 r building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only, Additional temporary and permanent bracing M lek� 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, 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 Chrus Heights, CA 95610 Job Truss Truss Type City Ply Pertuit PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.34 851419031 0617213 J15 Jack -Open 2 1 BC 0.24 Vert(CT) -0.16 D -G >457 180 BCLL 0.0 ' Rep Stress Incr YES Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:55:59 2017 Page 1 1 D: hZVEq GBggcE4 mZGGaf5 Elgyz9 FT-2bgyVDQKB P8V sZN Sa3 L Lc2z3SIXBS H6 C PuSd EByndJk 1 I 6-0-0 2-0-0 6.0-0 Scale = 1:21.9 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) Uclefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.34 Vert(LL) -0.04 D -G >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.24 Vert(CT) -0.16 D -G >457 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 D n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Weight: 20 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. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) C=171/Mechanical, B=431/0-3-8. D=72/Mechanical Max Horz C=143(LC 12) Max Uplift C=-5(LC 12), B=-133(LC 12) Max Grav C=171(LC 1), B=431 (ILC 1), D=111(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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 except Qt=lb) B=133. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q%OFESS/pN TEODLIJ Fy wP C 75435 �`P Ce t * EXP. 03/3112018 August 15,2017 ,& WARNING - Verify design Panmet. and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mfl-7473 rev. 10/03/2075 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 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, DSS -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Sir"(, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty Ply Pertuit C 3x4 = 851419032 0617213 J16 Jack -Open 2 1 I 6.0.0 Job Reference (optional) 5yslems MUS LUmoer 1i0, Anderson, uA A d.12U S Aug 1 U 2U1 ( MI 1 eK InCuStnes, Inc. I ue Aug 15 10:55:59 2017 Pagel ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-2bgyVDQKBP8VsZNSa3LLc2z2klW7SH6CPuSdEByndJk 6-0-0 6.0.0 Scale = 1:19.4 LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1&Btr G REACTIONS. (Ib/size) A=267/0-5-8, B=182/Mechanical, C=85/Mechanical Max Hoa A=111(LC 12) Max Uplift A=-11(LC 12), B=-81 (LC 12) Max Grav A=267(LC 1), B=182(LC 1), C=116(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. 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 Inatallatign 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) A, B. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OQROFESS/pN 1EODn �cti P F uuJ w C 75435 � A *` EXP. 03/31/2018 /* r OF CAi-V August 15,2017 ® WARNING - VerNy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP -7473 rev. IOM312015 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 wi 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, sea 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 I --H ht A 95610 C 3x4 = I 6.0.0 I 6-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) 0.06 C -F >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.30 Vert(CT) -0.19 C -F >380 180 BCLL 0.0 Rep Stress [nor YES WB 0.00 Horz(CT) 0.00 A n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -MP Weight: 17 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1&Btr G REACTIONS. (Ib/size) A=267/0-5-8, B=182/Mechanical, C=85/Mechanical Max Hoa A=111(LC 12) Max Uplift A=-11(LC 12), B=-81 (LC 12) Max Grav A=267(LC 1), B=182(LC 1), C=116(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purlins. 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 Inatallatign 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) A, B. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OQROFESS/pN 1EODn �cti P F uuJ w C 75435 � A *` EXP. 03/31/2018 /* r OF CAi-V August 15,2017 ® WARNING - VerNy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP -7473 rev. IOM312015 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 wi 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, sea 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 I --H ht A 95610 Job Truss Truss Type Oty Ply Pertuit (loc) I/deb L/d TCLL 20.0 Plate Grip DOL R51419033 0617213 J17 Jack -Open Girder 1 n 240 TCDL 15.0Lumber DOL 1.15 BC 0.31 L Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:00 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5E Igyz9FT-WnOKiZRyxiGMUjye8nsa9GWG29rGBk4LeYCBndyndJj 3.1.8 I 6-0-0 3-1-8 2-10-8 2x4 11 2x4 11 LOADING (PSI) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deb L/d TCLL 20.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.04 C -E >999 240 TCDL 15.0Lumber DOL 1.15 BC 0.31 Vert(CT) -0.11 C -E >642 180 BCLL 0.0 Rep Stress Incr NO WB 0.02 Horz(CT) 0.00 C n/a n/a BCDL 10.0 Code IBC20151TP12014 Matrix -MP LUMBER - TOP CHORD 2X4 OF No.1 &Btr G BOT CHORD 2X6 OF SS G WEBS 2X4 DF Stud/Std G REACTIONS, (Ib/size) A=793/0-5-8, C=821 /Mechanical Max Horz A=109(LC 8) Max Uplift A=-113(LC 8), C=-172(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (10) 1) 2 -ply truss to be connected together with IOd (0.131 "x3") nails as follows: Scale = 1:20.4 PLATES GRIP MT20 220/195 Weight: 51 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 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) 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 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) except Qt=1b) A=113, C=172. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 362 Ib down and 78 Ib up at 1-0-12, and 362 Ib down and 78 Ib up at 3-0-12, and 364 Ib down and 75 Ib up at 5-0-12 on bottom 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=-70, A -C=-20 Concentrated Loads (lb) Vert: E= -362(F) F= -362(F) G= -364(F) OQROFESSI h�q- IE z) LIJ WJP C 75435 OF August 15,2017 A WARNING - V.Ify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 10MV1015 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 ANSIrTPI1 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 Helahts. CA 95610 Job Truss Truss Type Qty Ply Pertuit TCLL 20.0 Plate Grip DOL 1.15 TC 0.08 F-S,H-R,I-Q,E-T: 2X4 DF No.1&Btr G TCDL 15.0 R51419034 0617213 LAY01 GABLE 1 1 BCDL 10.0 Code IBC2015/TPI2014 Matrix -SH Job Reference o Clonal Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:012017 Page 1 I D: hZV Eq GBggcE4mZGGaf5 E Igyz9 FT-_ylwvSal00D6tXq IUOphT2T7ZFXw9WVtCxkJ3yndJi 10-5-0 20-9-15 10-5-0 10-5-0 3x6 = 30 G 3x4 \\ W V U T S R Q P 0 N 5x6 = i Plate Offsets (X,Y)- [B:0-0-0,0-0-0], [C:0-0-0,0-0-01, [D:0-0-0,0-0-01. [E:0-0-0.0-0-01, IG -.E LOADING (pso SPACING- 2-0-0 CSI. 2X4 DF No.1&Btr G TCLL 20.0 Plate Grip DOL 1.15 TC 0.08 F-S,H-R,I-Q,E-T: 2X4 DF No.1&Btr G TCDL 15.0 Lumber DOL 1.15 BC 0.05 BCLL 0.0 Rep Stress Incr YES WB 0.13 BCDL 10.0 Code IBC2015/TPI2014 Matrix -SH LUMBER - TOP CHORD 2X4 DF No.t&Btr G BOT CHORD 2X4 DF No.1&Btr G OTHERS 2X4 DF Stud/Std G "Except" F-S,H-R,I-Q,E-T: 2X4 DF No.1&Btr G REACTIONS. All bearings 20-9-15. DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 220/195 Verl(CT) n/a n/a 999 Horz(CT) 0.01 M n/a n/a BRACING - TOP CHORD BOT CHORD WEBS (lb) - Max Horz A=-278(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) M, S except A=-130(LC 10), N=-123(LC 13), 0=-120(LC 13), P=-119(LC 13), Q=-137(LC 13), W=-123(LC 12), V=-119(LC 12), U=-120(LC 12), T=-135(LC 12) Max Grav All reactions 250 Ib or less at joint(s) S, R. N, 0, W, V except A=324(LC 12), M=300(LC 13), P=275(LC 20), Q=258(LC 20), U=273(LC 19), T=255(LC 19) Scale = 1:70.5 Weight: 152 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt F -S, H -R, 1-0, E -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 A -B=-444/303, B -C=-328/211, K -L=-296/208, L -M=-412/300 BOT CHORD A -W=-212/303, V -W=-212/303, U -V=-212/303, T -U=-212/303, S -T=-210/302, R -S=-210/302, O -R=-210/302, P -Q=-210/302, O -P=-210/302, N -O=-210/302, M -N=-210/302 NOTES- (9) 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1,33 3) All plates are 2x4 MT20 unless otherwise indicated. 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. Q?�OFESSJOV 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 TEOD 9(F will fit between the bottom chord and any other members, with BCDL = 10.Opsf. �ry� CRS 7) A plate rating reduction of 20% has been applied for the green lumber members. y Z 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) M, S except Qt=1b) w C 75435 G A=130, N=123, 0=120, P=119, Q=137, W=123, V=119, U=120, T=135. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. EXP, 03/31/2018 August 15,2017 A WARNING - Verify, 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 a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall wi building design. Bracing indicated is to prevent buckling of individual truss web andlor chord members only. Additional temporary and permanent bracing MOW 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 7777Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suns 109 Citrus Heights. 95610 Job Truss Truss Type Qty PlyPertuil DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.09 R51419035 0617213 LAY02 GABLE 1 1 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:02 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-SAW57FTCTKW4j 161 FBv2Ehbehzbvfbne6shHrWyndJh 13-8-5 7-2-5 3x6 = 3x4 //AB AA Z Y XW V U T S 6x6 Scale = 1:94.6 Plate Offsets (X,Y)— [K:Edge,0-1-141, [P:Edge,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.09 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.04 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.13 Horz(CT) 0.01 P n/a n/a BCDL 10.0 Code IBC2015ITP12014 Matrix -SH Weight: 219 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 OF No.1 &Btr G "Except' WEBS 1 Row at midpt J -U, L -T, H -W, N -R, M -S, I-V, E -Y, G -X O-Q,B-AB,C-AA,D-Z: 2X4 DF 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 20-10-11. (lb) - Max Horz A=392(LC 12) Max Uplift All uplift 100 Ib or less at joint(s) W, S. V, X except P=-160(LC 11), A=-173(LC 10), T=-135(LC 13), 0=-123(LC 13), R=-140(LC 13), AB=-123(LC 12), AA=-120(LC 12), Z=-119(LC 12), Y=-124(LC 12) Max Grav All reactions 250 Ib or less at joint(s) T, U, W, Q, R, S, V, AB, AA, X except P=370(LC 13), A=467(LC 12), Z=270(LC 19), Y=276(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-635/464, B -C=-520/373, C -D=-393/273, D -E=-269/177 BOT CHORD S -T=-169/290, R -S=-184/287, Q -R=-183/285, P -Q=-189/287 NOTES- (10) 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are 2x4 MT20 unless otherwise indicated. 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 Q�OFES$/�h will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 1E000��F 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) W, S, V, X except y y Qt=1b) P=160, A=173, T=135, Q=123, R=140, AB=123, AA=120, Z=119, Y=124, w W C 75435 WT in Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) P, Q, R, S. LU ;D 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. t * EXP, 03/31/2018 August 15,2017 A WARNING. VeMy 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 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 ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sults 312, Alexandria, VA 22314. Suite ID9 Citrus Heiahts. CA 9561 Job Truss Truss Type Qty TCLL Pertuit Plate Grip DOL 1.15 TC 0.50 TCDL [ly� 851419036 0617213 LAY03 GABLE 2 1 YES WB 0.11 BCDL 10.0 Code IBC2015frP12014 Matrix -SH Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 1510:56:03 2017 Page 1 I D: hZVEq GBggcE4mZGGaf5Elgyz9 FT-xM3TLaTgEdexLBhD pvQ Hnu8jzMunO3RoKW OrNyyndJg 9.8-5 9-8-5 46 11 3x5 // O N M L K J I LOADING (ps, SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.50 TCDL 15.0 Lumber DOL 1.15 BC 0.25 BCLL 0.0 ' Rep Stress Incr YES WB 0.11 BCDL 10.0 Code IBC2015frP12014 Matrix -SH 5x6 11 DEFL. in (loc) I/dell Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 220/195 Vert(CT) n/a n/a 999 Horz(CT) -0.00 1 n/a n/a 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 BOT CHORD OTHERS 2X4 DF Stud/Std G `Except" WEBS G-J,F-K: 2X4 DF No.1&Btr G REACTIONS. All bearings 9-8-5. (lb) - Max Horz A=375(LC 9) Max Uplift All uplift 100 Ib or less at joint(s) M, K, L, N except A=-165(LC 10), 1=-241(LC 11), J=-144(LC 12), 0=-129(LC 12) Max Grav All reactions 250 Ib or less at joint(s) I, J, M, K, L, O, N except A=316(LC 9) Scale: 3116"=1' Weight: 92 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt H -I, G -J, F -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=-769/676, B -C=-634/566, C -D=-523/470, D -E=-480/443, E -F=-382/374 NOTES- (8) 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 and zone and C -C Extedor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) All plates are 2x4 MT20 unless otherwise indicated. 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, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. ??,o B/Ory 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) M, K, L, N except (jt=1b) A=165, 1=241, J=144, 0=129. TEOQ OSF 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. �tvQ PDQ J Z C 75435 Ir w c August 15,2017 AWARNING • Verily desl9n parametersand READ NOTES ON THIS AND INCLUOEO 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 01 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 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 Helahts. CA 9561 Job Truss Truss Type Qty PlyPertuit LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, 1251419037 0617213 LAY04 GABLE 1 1 OTHERS 2X4 DF Stud/Std G 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek recommends that Stabilizers and required cross bracing 8) ` 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 fit between the bottom YEO�Os be installed during truss erection, In accordance with Stabilizer Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 1-M 13.42 12 4x8 // 4x8 II Q P 4x12 M18SHS 11 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:04 2017 Page 1 ID: hZVEgG BggcE4mZGGaf5E Igyz9FT-PZdrYwUS7xnnzLGPNcxW J6gsKmBD7 UdxZAAOwOyndJf 10-9-0 9-9-0 5x6 11 K J 4x12 M18SHS 11 Scale = 1:40.3 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 CSI. Plate Grip DOL 1.15 TC 0.59 Lumber DOL 1,15 BC 0.43 Rep Stress Incr YES WB 0.24 Code IBC2015/TPI2014 Matrix -R DEFL. in Vert(LL) n/a Vert(CT) n/a Horz(CT) -0.00 (loc) Well L/d n/a 999 n/a 999 J n/a n/a PLATES GRIP MT20 220/195 M18SHS 220/195 Weight: 95 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 4) All plates are MT20 plates unless otherwise indicated. except end verticals, and 2-M oc purlins (6-0-0 max.): B -I. WEBS 2X4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Stud/Std G 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. MiTek recommends that Stabilizers and required cross bracing 8) ` 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 fit between the bottom YEO�Os be installed during truss erection, In accordance with Stabilizer cq t�ti1 10) Provide mechanical connection (by others) of truss to bearing capable withstanding 100 Ib N, L, M Installation guide. REACTIONS. All bearings 10-9-0. w C 75435 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. (lb) - Max Horz Q=223(LC 9) 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. * A Max Uplift All uplift 100 Ib or less at joint(s) N, L, M except Q=-219(LC 8), J=-586(LC 9), K=-535(LC 8), P=-350(LC 9), 0=-106(LC 8) Max Grav All reactions 250 Ib or less at joint(s) N, L, M, O except 0=293(LC 11), J=529(LC 10), K=606(LC 11), P=420(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD I -J=-291/308 WEBS C -P=-329/305 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. 11; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) All plates are 2x4 MT20 unless otherwise indicated. 6) Gable requires continuous bottom chord bearing. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. QRQFES$/�� 8) ` 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 fit between the bottom YEO�Os will chord and any other members, with BCDL = 10.Opsf. 9) A plate rating reduction of 20% has been applied for the green lumber members. cq t�ti1 10) Provide mechanical connection (by others) of truss to bearing capable withstanding 100 Ib N, L, M JQ Z plate of uplift at joint(s) exceptw (jt=1b) 0=219, J=586, K=535, P=350, 0=106. w C 75435 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. EXP, 03/31/2018 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. * A OF CAI.' August 15,2017 AWARNING • Verify design paremeters and READ NOTES ON THIS AND INCLUDED MTTEK REFERENCE PAGEM11-7473 rev. 1010312015 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 verify the applicability of design parameters and properly incorporate this design into the overall W1 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiT®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 ANSIITPI11 Quality Criteria, DSO -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 it Hel his CA 96610 Job Truss Truss Type Qty 20.0 Pertuit 1.15 TCDL 15.0 Lumber DOL [ly� 851419038 0617213 LAY05 GABLE 1 1 Code IBC2015/TPI2014 Weight: 111 Ib FT = 20% BRACING - Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:05 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elgyz9FT-dBDmGV5mFvebUrcxKSIsJD1 UAcjsyQ4ogvySgyndJe 9-9-0 I 15-8-5 ; 9-9-0 5-11-5 3x4 II 6x6 \\ S R O P O N M L K 3x4 \\ 3x4 II LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 15.0 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.l &Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 OF Stud/Std G OTHERS 2X4 DF Stud/Std G REACTIONS. All bearings 15-8-5. Scale = 1:40.3 CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.56 Vert(LL) n/a n/a 999 MT20 220/195 BC 0.10 Vert(CT) n/a n/a 999 WB 0.14 Horz(CT) 0.00 J n/a n/a Matrix -SH Weight: 111 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals, and 2-0-0 oc purlins (6-0-0 max.): A -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. (lb) - Max Horz S=-231 (LC 8) Max Uplift All uplift 100 Ib or less at joint(s) S, J, R. N, M. Q, P, O except K=-122(LC 13), L=-126(LC 13) Max Grav All reactions 250 Ib or less at joint(s) S, J, R, N, K, L, M. Q, P, O FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD H -I=-291/281, I -J=-405/374 BOT CHORD R -S=-263/300, Q -R=-263/300, P -Q=-263/300, O -P=-263/300, N -O=-263/300, M -N=-263/300, L -M=-261/298, K -L=-261/298, J-0-261/298 NOTES- (10) 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 and C -C Extedor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) All plates are 2x4 MT20 unless otherwise indicated. 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, with BCDL = 10.Opsf. 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) S, J, R, N, M, Q, P O except (jt=lb) K=122, L=126. 9) Graphical pudin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. v tCUp�^`F,- LU w C 75435 �Na m * EXP. 03/31/2018 OFOAUF� August 15,2017 A 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 M ek' 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 Heichts. CA 95610 Job Truss Truss Type Qty LOADING (psf) Pertuit CSI. DEFL. in (loc) I/deft L/d �Ply� 851419039 0617213 LAY06 GABLE 1 1 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.03 Vert(CT) n/a Job Reference o tional Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:06 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-LxlbzcWjXY1VCePoU1z_OXmJ1ay_aQmEOUfvHyndJd 4-11-0 9-9-15 4-11-0 4-11-0 3x6 = 3x4 // K J 1 H 30 \\ 9.9.15 Scale = 1:34.9 Plate Offsets (X,Y)— [B:0-0-0,0-0-01, [D:Edoe,0-1-141, [E:0-2-1,0-1-01 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 0.06 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 G n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -SH Weight: 48 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. OTHERS 2X4 DF 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 9-9-15. (lb) - Max Horz A=-127(LC 8) Max Uplift All uplift 100 Ib or less at Joint(s) A, G, J, I except H=-141(LC 13), K=-140(LC 12) Max Grav All reactions 250 Ib or less at joints) A, G, J, I, H, K 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; 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are 2x4 MT20 unless otherwise indicated. 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, with BCDL = 10.Opsf. 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, G. J, I except Qt=1b) H=141, K=140. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ETT August 15,2017 A 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 verity the applicability of design parameters and properly Incorporate this design Into the overall wl 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 BC81 Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 itrus Hei hts A 9 810 R:m ETT August 15,2017 A 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 verity the applicability of design parameters and properly Incorporate this design Into the overall wl 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 BC81 Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 itrus Hei hts A 9 810 Job Truss Truss Type Qty Ply Pertuit I/deH Ud TCLL 20.0 Plate Grip DOL 1.15 851419040 0617213 LAY07 GABLE 1 1 Lumber DOL 1.15 BC 0.03 Vert(CT) n/a n/a Job Reference o tional Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:06 2017 Page 1 ID:hZVEgGBggcE4mZGGef5Elqyz9FT-LxlbzcW)XY1VCePoU1z OXmJ1ay_aQmEOUfV_HyndJd 4-11-0 9-9-15 4.11-0 4-11-0 3x6 = 3x4 O K J I H 3x4 \\ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deH Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.15 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.07 Horz(CT) 0.00 G n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -SH LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1 &Btr G OTHERS 2X4 DF Stud/Std G Scale = 1:34.9 PLATES GRIP MT20 220/195 Weight: 48 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 lnrgtallation guide. REACTIONS. All bearings 9-9-15. (lb) - Max Horz A=-127(LC 8) Max Uplift All uplift 100 Ib or less at joint(s) A, G, J, I except H=-141(LC 13), K=-140(LC 12) Max Grav All reactions 250 Ib or less at joints) A, G, J, I, H, K 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; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25fl; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 3) All plates are 2x4 MT20 unless otherwise indicated. 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, with BCDL = 10.Opsf. 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, G. J. I except (jt=lb) H=141, K=140. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. QROFESSiON� 1E00 �F�c uJC 75435 � m EXP. 03/31/2018 Z OF CAU' August 15,2017 A 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 wl 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 Job Truss Truss Type Oty Ply Pertuit DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 851419041 0617213 T54 Jack -Closed 1 1 BC 0.13 Vert(CT) -0.05 D -G >999 180 BCLL 0.0 ' Rep Stress Incr YES Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:07 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-pBJ AyWLIs9Mgo_21UDxkISe GhJu5NF802WIyndJc -2-0.0 4-9-7 2-0-0 4-9-7 Scale = 1:18.9 Plate Offsets (X,Y)— [6:0-0-8,Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.01 D -G >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.13 Vert(CT) -0.05 D -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 ISC2015/TPI2014 Matrix -MP Weight: 20 lb FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No. t&Btr G TOP CHORD Structural wood sheathing directly applied or 4-9-7 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 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) D=51 /Mechanical, B=379/0-3-8, C=127/Mechanical Max Horz B=107(LC 11) Max Uplift B=-71 (LC 12), C=-46(LC 12) Max Grav D=84(LC 3), B=379(LC 1), C=127(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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, C. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. QRpFESS/0,y TEOpos Fy Lu WJP C 75435 �`0 * EXP. 03/3112018 OF August 15,2017 ,& WARNING - Verify 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 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 ANSI/rPh 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 CBrus H ht CA 95610 Job Truss Truss Type Qty (loc) I/deft L/d E -H >699 240 E -H >232 180 E n/a n/a Pertuit LUMBER- BRACING - TOP CHORD 2X4 OF No. 1&Btr G �Ply� 851419042 0617213 T55 Jack -Closed 1 1 Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 1510:56:08 2017 Page 1 I D: h ZVEgG BggcE4mZG Gaf5E I gyz9 FT -H KtMOIXz3AH DSyZAcSOTUyrYiN Y62100Jo8c39yndJ b 2-0-0 4-11-3 9-7 6 2-M 4-11-3 4-8-3 Vl 0 3x5 I I Scale: 3/8"=1' LOADING (psf) TCLL 20.0 TCDL 15.0 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 0.56 BC 0.44 WB 0.22 Matrix -MSH DEFL. in Vert(LL) -0.16 Vert(CT) -0.49 Horz(CT) 0.01 (loc) I/deft L/d E -H >699 240 E -H >232 180 E n/a n/a PLATES GRIP MT20 220/195 Weight: 44 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 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 gUlde. REACTIONS. (Ib/size) D=124/Mechanical, B=581/0-3-8, E=287/0-7-12 Max Horz B=199(LC 11) Max Uplift D=-57(LC 12), B=-86(LC 12), E=-24(LC 12) Max Grav D=124(LC 1), B=581(LC 1), E=292(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-489/152 BOT CHORD 8-E=-273/413 WEBS C -E=-443/250 NOTES- (8) 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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, E. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. �OQROFESS/ON 9p I CDO� �2 �r LIU w C 75435 * .. /2018 C OF CALM August 15,2017 ®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 W1 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing WOW 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, 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 Helatits. CA 95610 Job Truss Truss Type Oty Ply Pertu it l851419043 5 7-5 5 0 13 3-9-2 Plate Offsets (X,Y)— [B:0-0-8,Edgel,[E:0-2-0,0-1-121 0617213 T56 Jack -Closed 1 1 (loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.77 Job Reference o tional Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:08 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-HKtMOIXz3AHDSyZAcSOTUyrU WNcG2GCXUo8c39yndJb I 2-0-0 l 5.7-5 1 10.8.2 14 2 0 0 5-7-5 5-0-13 3-9-2 44 11 Scale = 1:44.9 3x4 = 20 II 3x4 = 3x5 = l 5-7-5 I 10-8-2 1 14-5.5 5 7-5 5 0 13 3-9-2 Plate Offsets (X,Y)— [B:0-0-8,Edgel,[E:0-2-0,0-1-121 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 0.77 Vert(LL) -0.02 H -K >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.17 Vert(CT) -0.07 H -K >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.01 G n/a n/a BCDL 10.0 Code IBC2015fTP12014 Matrix -MSH Weight: 80 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 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 Installation guide. REACTIONS. (Ib/size) E=62/Mechanical, B=602/0-3-8, G=751/0-7-12 Max Horz B=288(LC 11) Max Uplift E=-08(LC 9), B=-75(LC 12), G=-117(LC 12) Max Grav E=64(LC 19), B=602(LC 1), G=751(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-569/68 BOT CHORD B -H=-263/446, G -H=-263/446 WEBS C -G=-547/184, D -G=-391/155 NOTES- (8) 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) E, B except Qt=lb) G=117. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. August 15,2017 AWARNING • 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 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 MIS 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 ANSIrrPf1 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 HillohM CA 95610 Job Truss Truss Type City DEFL. in Vert(LL) -0.00 Vert(CT) -0.00 Horz(CT) 0.00 Pertuit PLATES GRIP MT20 220/195 Weight: 13 Ib FT = 20% LUMBER- BRACING - �pty 851419044 0617213 T57 Jack -Closed 2 1 except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:09 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elgyz9FT-IWRkbeYbgTP4368NAAX109Op5n InoogjSt9bcyndJa 2-8-12 1-8-0 2.8-12 3x5 11 Scale = 1:15.7 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015lrP12014 CSI. TC 0.14 BC 0.06 WB 0.00 Matrix -MP DEFL. in Vert(LL) -0.00 Vert(CT) -0.00 Horz(CT) 0.00 (loc) Vdefl Ud G >999 240 D -G >999 180 B n/a n/a PLATES GRIP MT20 220/195 Weight: 13 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-8-12 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 nstallation guide. REACTIONS. (Ib/size) D=19/Mechanical, B=271/0-3-8, C=60/Mechanical Max Horz B=75(LC 11) Max Uplift B=-57(LC 12), C=-22(LC 12) Max Grav D=42(LC 3), B=271(LC 1), C=68(LC 19) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 ary 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, C. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ;Q�OFESS1pHq �� TEOp�s�F2� C 75435 c m M EXP, 03131/2018 *, August 15,2017 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Nib7473 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 MOW Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1M1�.. 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 Qltrvs Heigh1s.95610 Job Truss Truss Type Qty Ply Pertuit LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud 851419045 0617213 T58 Jack -Closed 2 1 TCDL 15.0 Lumber DOL 1.15 SC 0.22 Vert(CT) -0.10 D -G >614 180 Job Reference o tional Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 1510:56:09 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-IWRkbeYbgTP4368NAAXiO9OnsnxgnoagJSt9bcyndJa 1.8.0 5-5-9 3x5 11 Scale = 1:24.8 Plate Offsets (X Y)— (B:0-0-6,Edge) PLATES GRIP LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.03 D -G >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 SC 0.22 Vert(CT) -0.10 D -G >614 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 B n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MP Weight: 23 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. 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. (Ib/size) C=155/Mechanical, D=66/Mechanical, B=374/0-3-8 Max Horz B=136(LC 11) Max Uplift C=-01(LC 12), 13 -57(LC 12) Max Grav C=170(LC 19), D=100(LC 3), B=374(LC 1) FORCES. (Ib) -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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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-M 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. VROFESS/ TEODo �cy� W o C 75435 �`n m *` EXP, 03131/2018 /* OF August 15,2017 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE 11,1II-7473 rev. 10/0312015 BEFORE USE, Design valid for use only with MITek61 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 applicabillty 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 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, 95610 Job Truss Truss Type Qty PlyPertuit PLATES GRIP MT20 220/195 Weight: 39 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD 851419046 0617213 T59 Jack -Closed 2 1 Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing Job Reference o tional Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:10 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elgyz9FT-DJ?6p_ZDbnXxhGjZjt2xZNwt BFoWDRgx6dj72yndJZ 1-8 0 4-2-1 8-2-5 i 1-8-0 4-2-1 4-0.4 T 0 3x5 II Scale = 1:33.8 LOADING (psf) TCLL 20.0 TCDL 15.0 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 0.58 BC 0.36 WB 0.15 Matrix -MP DEFL. in Vert(LL) -0.10 Vert(CT) -0.31 Horz(CT) 0.00 (loc) Udefi Ud E -H >935 240 E -H >310 180 E n/a n/a PLATES GRIP MT20 220/195 Weight: 39 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. 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 Ins alfa ion guide. REACTIONS. (Ib/size) D=105/Mechanical, B=491/0-3-8, E=245/Mechanical Max Horz B=197(LC 11) Max Uplift D=-55(LC 9), B=-63(LC 12), E=-38(LC 12) Max Grav D=121(LC 19), B=491 (LC 1), E=255(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-361/106 BOT CHORD B -E=-187/366 WEBS C -E=-379/154 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 and C -C Extedor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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, E. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. i CVQ0 75435 �Nc m a z August 15,2017 ,& WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411-7473rev. 10/03/2015 BEFORE USE. " Design valid for use only with MITek0 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 MI Tek• 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 ANSlrTPl1 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 1D9 Citrus Helahts. CA 95610 Job Truss Truss Type Qty Ply Pertuit DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 851419047 0617213 T60 Jack Closed 2 1 BC 0.14 Vert(CT) -0.04 H -K >999 180 BCLL 0.0 ' Rep Stress Incr YES Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:112017 Page 1 I D: hZVEgGBggcE4mZG Gaf5E I gyz9FT-IvYU OJarM5foJ PIIHaZA5aT2vbePFfVzAmMGg UyndJY -t-8-0 4.10-0 i 9-2-12 F 10-11.1 1-8-0 4.10.0 4.4-12 1-8-5 4x4 II Jx4 — Zx4 11 3x4 = 30 = 16' Scale = 1:42.0 Plate Offsets (X Y)— (E:0-2-0,0-1-121 LOADING (psi) SPACING- 2.0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.01 H -K >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.14 Vert(CT) -0.04 H -K >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(CT) 0.01 G n/a n/a BCDL 10.0 Code ISC2015/TP12014 Matrix -MSH Weight: 69 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 except end verticals. 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. (Ib/size) E=17/Mechanical, B=535/0-3-8, G=523/0-5-8 Max Horz B=255(LC 11) Max Uplift E=-67(LC 11), B=-54(LC 12), G=-118(LC 12) Max Grav E=44(LC 8), B=535(LC 1), G=538(LC 19) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-495/53 BOT CHORD B -H=-189/448, G -H=-189/448 WEBS C -G=-458/129 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent 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) E, B except Qt=lb) G=118• ?r kOFESS/pN 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. �0 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. �Q Q� 1E00 r, y UJ ,� C 75435 NC M EXP. 03/31/2018 August 15,2017 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. fOMMIS 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 ANSIrTPl1 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 ItN He' his CA 95610 Job Truss Truss Type City LOADING (psf) Pertuit CSI. DEFL. in (loc) Vdefi Ud PLATES GRIP �Ply� 851419048 0617213 T61 Jack -Closed 1 1 Lumber DOL 1.15 BC 0.05 Vert(CT) 0.00 G >999 180 BCLL 0.0 ' Job Reference o lional Systems Plus Lumber Co, Anderson, GA A 6.iZU 5 AUg tU Z017 Mi I ek Industries, Inc. Tue Aug 15 10:56:11 2017 Pagel I D:hZVEgGBggcE4mZGGaf5Elqyz9FT-ivYUOJarM5foJPIIHaZA5aT8dbgwFi4zAmMGgUyndJY 2-0-0 1-1 Scale = 1:11.7 Plate Offsets (X,Y)— (B:Edae,0-0-4) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefi Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) 0.00 G >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.05 Vert(CT) 0.00 G >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 B rite n/a BCDL 10.0 Code IBC2015frP12014 Matrix -MP Weight: 9 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&9tr G TOP CHORD Structural wood sheathing directly applied or 1-10-2 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. (Ib/size) B=299/0-3-8, C=-6/Mechanical Max Horz B=51(LC 11) Max Uplift B=-79(LC 12), C=-6(LC 1) Max Grav B=299(LC 1), C=33(LC 8) 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 492 TEQpO���y� Lu WPC 75435 m M EXP. 03/31/2018 OF August 15,2017 AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 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 bracingNil' ' 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 e' hts A 95610 Job Truss Truss Type Qty Ply Pertuit TOP CHORD 2X4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No.18,Btr G except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. 851419049 0617213 T62 Jack -Closed 1 1 Max Horz B=260(LC 11) Max Uplift E=-73(LC 11), B=-82(LC 12), G=-121 (LC 12) Max Grav E=14(LC 8), B=631 (LC 1), G=668(LC 1) Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:12 2017 Page 1 I D: hZV Eq GBggcE4mZGGaf5E Igyz9FT-A56sEfaU 70nfwZtyrl4Peo?DG?_416PQ6pCwyndJX 12- I 2.0 .0 5.9.0 5.2.8 1-111-61-13 0 A 4x4 II I� 0 3x4 — cav n 3x4 - azo — 1 5-9-0 i I 12111.6 A 1--1-5-9-0 5.2 3 Scale = 1:40.7 LOADING (psq TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC201SITP12014 CSI, TC 0.59 BC 0.18 WB 0.36 Matrix -MSH DEFL. in (loc) I/deft Ud Vert(LL) -0.02 H -K >999 240 Vert(CT) -0.08 H -K >999 180 Horz(CT) 0.01 G n/a n/a PLATES GRIP MT20 220/195 Weight: 74 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2X4 DF No.18,Btr G except end verticals. 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 Installati n guide. REACTIONS. (Ib/size) E=-19/Mechanical, B=631/0-3-8, G=668/0-7-12 Max Horz B=260(LC 11) Max Uplift E=-73(LC 11), B=-82(LC 12), G=-121 (LC 12) Max Grav E=14(LC 8), B=631 (LC 1), G=668(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-626/88 BOT CHORD B -H=258/495, G -H=-258/495 WEBS C -G=-569/203, D -G=-301/160 NOTES- (8) 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 and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 pat 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 chard 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) E, B except Qt=lb) G=121. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.5001n. QROFESS/0,4( tV0 TEOQ���FyG1 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. U C 75435 0 m LU EXR 03131/2018 * OFCALS August 15,2017 AWARNING - Verify design parametersand READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473rev. 1OM312015 BEFORE USE. ` Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is fir 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 Qua ity 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, Sults 109 CitrusHeiahts. CA 95610 Job Truss Truss Type QtyPly LOADING (psf) Pertuit CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 R51419050 0617213 T63 Jack -Closed 1 1 Lumber DOL 1.15 BC 0.12 Vert(CT) -0.04 I -L >999 180 BCLL 0.0 Job Reference o tional Systems Plus Lumber Co, Anderson, CA 8.120 a Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:12 2017 Page 1 I D: hZVEgG BggcE4 mZGGaf5Elgyz9 FT-A56s EfaU70nfwZtyrl4Peo?Hz??y_7M6PQ6pCwyndJX 4-9.0 8-11-9 10.3.10 2-00 4-9-0 4-2-8 T 3x4 II E Scale = 1:33.4 Plate Offsets (X,Y)— [B:0-0-4, Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.36 Vert(LL) -0.01 I -L >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.12 Vert(CT) -0.04 I -L >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.19 Horz(CT) 0.01 H n/a n/a BCDL 10.0 Code IBC2015fTP[2014 Matrix -MSH Weight: 60 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. 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) B=552/0-3-8, H=499/0-7-12 Max Horz B=212(LC 11) Max Uplift B=-75(LC 12), H=-105(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD B -C=-500/72 BOT CHORD B -I=-194/393, H -I=-194/393 WEBS C -H=-441/170 NOTES- (6) 1) 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) B except Qt=1b) H=105. 6) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OQ�pFESS/pN� TEOp_slFy� P F UJ C 75435 Nc rn * .. /31/2018 * i OF August 15,2017 AWARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED HITEK REFERENCE PAGE M11-7473 rev. 1010"015 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 WOW 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 ANSIfTPI1 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 .N H ' ht 95610 1 r r Job Truss Truss Type Qty 20.0 Pertuit 1.15 TCDL 15.0 Lumber DOL �Ply� 851419051 0617213 T64 Jack -Closed 1 1 i Weight: 22 Ib FT = 20% BRACING - Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:13 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-elgFR?b6uivWY)S8P?beB?YTDOJGjcaGd4rNkNyndJ W I -2.0.0 5-5-10 2-0-0 5-5-10 30 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 15.0 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.t&Btr G WEBS 2X4 DF Stud/Std G REACTIONS. (Ib/size) D=213/Mechanical, B=406/0-3-8 Max Horz B=120(LC 11) Max Uplift D=-38(LC 12), B=-73(LC 12) Scale = 1:21.4 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.26 Vert(LL) -0.02 D -G >999 240 MT20 220/195 BC 0.18 Vert(CT) -0.10 D -G >657 180 WB 0.00 Horz(CT) 0.00 B n/a n/a Matrix -MP Weight: 22 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-5-10 oc purlins, except end verticals. 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. (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 and C -C Extehor(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ,,,?GESS/p�, iE0p0��F2� W w� C 75435 ��c m Of M * ,. 13112018 OF August 15,2017 AWARNING - 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 buss 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRP11 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 ID9 Citrus Heiahts. CA 95610 Job Truss Truss Type Oty Pertuit 4-9-15 Plate Offsets (X,Y)- I13:0-0-8,Edgel �Ply� 851419052 0617213 T65 Jack -Closed 2 1 (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.20 Job Reference o tional Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:13 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elgyz9FT-elgFR?b6uivWYJS8P?beB?YU7OJ2jcaGd4rNkNyndJ W i -2-M 4-9-15 2-M 4.9-15 Scale = 1:19.1 NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. It: Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, C. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. August 15,2017 A 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, 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 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, a" 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 Helatits, CA 95610 4-9.15 4-9-15 Plate Offsets (X,Y)- I13:0-0-8,Edgel LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.20 Vert(LL) -0.01 D -G >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.13 Vert(CT) -0.05 D -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: 20 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-9-15 oc purlins, BOT CHORD 2X4 DF No.1&Btr G except end verticals. 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 nuide. REACTIONS. (Ib/size) D=52/Mechanical, B=381/0-3-8, C=129/Mechanical Max Horz B=108(LC 11) Max Uplift B=-71(LC 12), C=-47(LC 12) Max Grav D=85(LC 3), B=381(LC 1), C=129(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. It: Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) B, C. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. August 15,2017 A 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, 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 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, a" 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 Helatits, CA 95610 Job Truss Truss Type Qty Ply Pertuit LOADING (psf) SPACING- 2-0-0 CSI. 851419053 0617213 T66 Jack -Closed 2 1 Vert(LL) -0.05 G -J >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.26 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:14 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elgyz9FT-6UEdeLcke01NAt1Kyj7gD5d1oeLS1bPskbwGpyndJV gl 2-0-0 7.2-12 2-5-2 Scale: 318"=1' 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) B except Qt=1b) G=113. 6) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. August 15,2017 ,& 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 MW 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 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 Cillrua Heights, A 95610 7-2-12 2-5-2 Plate Offsets (X,Y)— [B:0-2-10,0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) -0.05 G -J >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.26 Vert(CT) -0.19 G -J >469 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) 0.00 B n/a n/a BCDL 10.0 Code IBC2015rTP12014 Matrix -MSH Weight: 47 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 puriins, BOT CHORD 2X4 OF No.1&Btr G except end verticals. 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. (Ib/size) B=453/0-3-8, G=540/0-5-8 Max Horz B=200(LC 11) Max Uplift B=-57(LC 12), G=-113(LC 12) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=-268/145 WEBS C -G=-341/375 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) B except Qt=1b) G=113. 6) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. August 15,2017 ,& 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 MW 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ek• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 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 Cillrua Heights, A 95610 Job Truss Truss Type Qty Ply Pertuit 7-2.12 7.3-1 Plate Offsets (X,Y)— [B:0-0-12.Edoel 851419054 0617213 T67 Jack -Closed 2 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.05 Job Reference o fional Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:15 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-ago7shdMPJ9EnlbXWQe6GQdl CzvBUyZ5NKUpFyndJU -2-0-0I 7-4-7 14-5.13 l 2.0-0 7-4-7 7-1.7 3x5 I D [0 0 Scale = 1:45.4 3x4 = 20 II 3x4 = 7-2-12 I 14-5-13 7-2.12 7.3-1 Plate Offsets (X,Y)— [B:0-0-12.Edoel 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 0.75 Vert(LL) -0.05 E -F >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.30 Vert(CT) -0.15 F -I >566 180 BCLL 0.0 Rep Stress Incr YES WB 0.14 Horz(CT) -0.00 D n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MSH Weight: 69 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 DF Stud/Std G `Except` BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. C -E: 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. All bearings Mechanical except (jt=length) B=0-3-8, F=0-5-8. (lb) - Max Horz B=291 (LC 11) Max Uplift All uplift 100 Ib or less at joint(s) D, B, F, E Max Grav All reactions 250 ib or less at joint(s) D, E except B=475(LC 1), F=645(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (ib) or less except when shown. TOP CHORD B -C=-295/132 WEBS C -F=-456/234 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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, F. E. 7) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. QRpFESS/ON 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. IE l7 � Nc C 75435 XI EXE P, 033r�1/2018 * OF August 15,2017 A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. OF 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 ANSUTPIt 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 ilrus Heights, CA 95610 Job�T'G uss Truss Type Qty Ply Pertuil TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x8 OF SS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2X4 OF Stud/Std G 10-0-0 oc bracing: M-N,L-M. 851419055 0617213 12 COMMON GIRDER 1 2 0=-1413(LC 27) Max Grav All reactions 250 lb or less at joints) except A=763(LC 24), 1=754(LC 25), K=2887(LC 1), 0=7296(LC 1) Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:17 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-W3wlHNecxxPx1 KlvergaLdCgOepfBXrYhpatByndJS 3-1010 7.2.12 1 11-1-0 15-0-0 181010 22-9.4 26-16 30-0-0 3-10.10 3-0-2 3-10-10 3-10-10 3-10-10 3-10.10 34.2 3-10-10 4x6 = Scale = 1:51.3 r 0 ry M L K J 4x8 = 2x8 II 4x6 = 12x14 = 8x8 = 12x14 = 4x6 = 2x8 II 4x8 = I� 0 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2015rrP12014 CSI, TC 0.10 BC 0.33 WB 0.96 Matrix -MSH DEFL. in (loc) Well Ud Vert(LL) -0.03 M -N >999 240 Vert(CT) -0.10 M -N >999 180 Horz(CT) 0.01 1 n/a n/a PLATES GRIP MT20 220/195 Weight: 408 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 2x8 OF SS BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: WEBS 2X4 OF Stud/Std G 10-0-0 oc bracing: M-N,L-M. REACTIONS. All bearings 0-3-8 except Qt=length) 00-5-8, 0=0-5-8. (lb) - Max Horz A=120(LC 27) Max Uplift All uplift 100 Ib or less at joint(s) except A=-611(LC 39), 1=-630(LC 30), K=-1004(LC 30), 0=-1413(LC 27) Max Grav All reactions 250 lb or less at joints) except A=763(LC 24), 1=754(LC 25), K=2887(LC 1), 0=7296(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-1395/1405, B -C=-920/964, C -D=-3480/1239, D -E=-25681884, E -F=-2571/870, F -G=1829/1072, G -H=-873/885, H-1=-1337/1190 BOT CHORD A -P=-1261/1275, O -P=-890/946, N -O=-438/472, M -N=-521/3054, L -M=-342/1484, K -L= -365/429,J -K= -668/819,1-J=-1028/1145 WEBS E -M=-214/1968, F -M=-547/1358, F -L=-1710/640, G -L=-779/2069, G -K=-2425/940, H -K=-268/158, D -M= -1441/611,D -N= -722/1424,C -N= -995/4359,C -O=-480111167, B -0=-299/393,6-P=-484/175 NOTES- (11) 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: 2x8 - 2 rows staggered at 0-4-0 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. QROFESS/pN 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. 11; Exp C; enclosed; p Q�^� IEDO �F MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate y JQ`t" sFNyy grip DOL=1.33 o C 75435 �^ 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C m � W 6)' This truss has been designed for a live load of 20.0psf 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. EXP, 03131!2018 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 611 Ib uplift at joint A, 630 Ib uplift at joint I, 1004 Ib uplift at joint K and 14131at joint 9) This truss has been designed for a tot drag load of 40 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist FCAI� drag loads along bottom chord from 0-0-0 -0 for 133.3 plf. August 15,2017 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE NII -7473 rev. 10/032015 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 me 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 MiT®k" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrica ion, 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 Hiht CA9610 Job Truss Truss Type Oty Ply Pertuil 851419055 0617213 TG12 COMMON GIRDER 1 2 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:17 2017 Page 2 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-W3wIHNecxxPx1 KlvergaLdCgOepfBXrYhpat8yndJS NOTES- (11) 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1946 Ib down and 180 Ib up at 8-2-12, 1943 Ib down and 180 Ib up at 10-2-4, and 1947 Ib down and 172 Ib up at 11 -9 3, and 1934 Ib down and 203 Ib up at 13-9-4 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 Uniform Loads (plo Vert: A -E=-70, E-1=-70, A -I=-20 Concentrated Loads (lb) Vert: U= -1931(F) V= -1928(F) W= -1942(F) X= -1934(F) A 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 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 Mirek' I9 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 Ply Pertuit 1.15 TCDL 15.0 Lumber DOL 1.15 851419056 0617213 TG14 Common Girder 1 1 Code IBC2015rrP12014 Weight: 187 Ib FT = 20% BRACING - Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:18 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elgyz9FT_FT8U)fEiEXoeUK5BYBpu3FLOP?xOhO?nLZ8PayndJR 2-0-0 3 10-10 7-2-12 11-1� 15 0.0 18-10-10 22-9 4 26 1 6 F 30-0-0 32-0-0 2-0-0 3-10-10 3 4-2 3 10-10 3 10.10 3-10-10 3-10.10 3 4-2 3-10.10 2-0-0 Scale = 1:57.5 4x6 = 3x4 = 2x4 II 4x6 = 5x6 = 410 = 4x6 =4x4 — 2x4 11 LOADING (psf) SPACING- 2-0-0 TCL 20.0 Plate Grip DOL 1.15 TCDL 15.0 Lumber DOL 1.15 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code IBC2015rrP12014 LUMBER - TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X6 DF SS G WEBS 2X4 DF Stud/Std G "Except" F-N,F-O: 2X4 DF No.1 &Btr G 4x10 = 30 = I{ 0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.23 Vert(LL) -0.04 N-0 >999 240 MT20 220/195 BC 0.28 Vert(CT) -0.13 N -O >999 180 WB 0.80 Horz(CT) 0.02 J n/a n/a Matrix -MSH Weight: 187 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: O-Q,M-N. WEBS 1 Row at midpt F -N, F-0 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 0-3-8 except (jt=length) M=0-5-8, Q=0-5-8. (lb) - Max Horz B=137(LC 27) Max Uplift All uplift 100 Ib or less at joint(s) B, J except M=-450(LC 9), 0=-472(LC 8) Max Grav All reactions 250 Ib or less at joints) except B=459(LC 19), M=2422(LC 1), Q=2422(LC 1), J=459(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD B -C=312/59, D -E=-1543/375, E -F=-1549/421, F -G=-15491449, G -H=-1543/363, I -J=-312/35 BOT CHORD B -R=-44/287, Q -R=-44/287, N -O=-320/1768 WEBS F -N=-1037/357, G -N=-291/145, H -N=-292/1800, H -M=-2138/430, I -M=-287/94, F -O=-1037/346, E-0=-291/145, D -O=-311/1800, D -Q=-2138/451, C -Q=-288/95 NOTES- (8) 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) This truss has been designed for a 10.0 psi 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 = 10.0psf. 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) B, J except Qt=lb) M=450, 0=472. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2848 Ib down and 838 Ib up at 15-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard OQ,?,OFESS/0' ZEOpp�FF�� LLjwJ C 75435 Nc EXP, 03/31/2018 A- SOF CAIiF August 15,2017 ,& WARNING - Verlry deslgn parsmefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 01411-74731.1.1010312015 BEFORE USE. Design valid for use only with MiTek(ID connectors. This design is based only upon parameters shown, and is f)r an individual building component, not to - a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall ;�ek� 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 Ml l fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 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 PlyPertuit R51419056 0617213 TG14 Common Girder 1 1 Job Reference (gptional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:18 2017 Page 2 ID:hZVEgGBggcE4 mZGGaf5Elgyz9FT-_FT8UjfEiEXoeU K5BYBpu3FLOP?xOhO?nLZ8PayndJ R LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -F=-70, F -K=-70, B -J=-20 Concentrated Loads (lb) Vert: F=-2771 A 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 �- e 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 MiT®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 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 Hall his CA 95610 Job Truss Truss Type Qty Ply Pertuit DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 851419057 0617213 TG15 MONO TRUSS 1 1 BC 0.22 Vert(CT) -0.08 J >999 180 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 117 Ib down at 7-6-1, 118 Ib BCLL 0.0 ' Rep Stress Incr NO Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:19 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-TRI W13gtTYffGevilG12QGoWnpL?7B?80?lhytyndJO 5-3-5 1 9-6-12 I 13-10.318-1-10 1 5-3-5 4-3-7 4.3-7 4-3-7 3x4 11 5.54 12 3x6 = J n G 2x4 11 3x4 = 3x4 = 4x6 = Scale = 1:51.0 Plate Offsets (X,Y)— [A:0-3-3,0-1-0] 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Dpsf; h=25ft; Cat. II; Exp C; enclosed; LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.02 J >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.22 Vert(CT) -0.08 J >999 180 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 117 Ib down at 7-6-1, 118 Ib BCLL 0.0 ' Rep Stress Incr NO WB 0.58 Horz(CT) 0.02 G n/a n/a 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) WARNING: Engineering BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH A Weight: 116 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-4-6 oc purlins, BOT CHORD 2X6 DF SS G Concentrated Loads (lb) except end verticals. WEBS 2X4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. August 15,2017 WEBS 1 Row at midpt F -G M[Tek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=803/0-3-8, G=905/0-3-8 Max Horz A=3211 (LC 20) Max Uplift A=83(1_C 8), G=-226(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD A -B=-1489/152, B -C=-1037/113, C -E=-601/86 BOT CHORD A -J=-236/1300, I -J=-236/1300, 1-14=125/845, G -H=-94/426 WEBS C -I=-2/381, E -H=-67/562, B -I=-5201127, C -H=-596/140, E -G=-772/188 NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Dpsf; 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 fora 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) A except Ot=1b) G=226. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 117 Ib down at 7-6-1, 118 Ib 9�kOFESS/0, 1 down at 7-6-10.120 Ib down and 53 Ib up at 12-8-13, and 72 Ib down and 66 Ib up at 17-11-14, and 126 Ib down and 93 Ib up at �t�0 iEOD 17-11-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 8) WARNING: Engineering JQ f�Lf) Z is void unless truss is fabricated by Systems Plus Lumber Co.w w C 75435 G m A LOAD CASE(S) Standard EXP. 03/31/2018 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -G=-20, A -F=-70 Concentrated Loads (lb) — OFCAI SF Vert: F= -102(F) August 15,2017 A wARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev, 10/03/2015 BEFORE USE. OF 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 MOW 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, 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 Hai his A 95610 Job Truss Truss Type Ory Ply Pertuit DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 851419058 0617213 TG16 MONO TRUSS 1 1 BC 0.23 Vert(CT) -0.07 I -K >999 180 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 238 Ib down and 230 Ib up at BCLL 0.0 ' Rep Stress Incr NO Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:20 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-xebuvOhVEsoWuoUUJzDHzULgvDh4se 1 IEf2EUTyndJP 4-11-11 I 9 0 4 13 0-13 1 17-1 6 4-11-11 3x4 11 3x6 _ F 2x4 II 3x4 = 3x4 = 6x6 = Scale = 1:51.5 Plate Offsets (X, (A:0-3-5,0-0-151 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 floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0.02 1 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.23 Vert(CT) -0.07 I -K >999 180 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 238 Ib down and 230 Ib up at BCLL 0.0 ' Rep Stress Incr NO WB 0.53 Horz(CT) 0.02 F n/a n/a device(s) is the responsibility of others. BCDL 10.0 Code IBC2015/TPI2014 Matrix -MSH 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co.;D UJ Weight: 113 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No. 1&Bit G TOP CHORD Structural wood sheathing directly applied or 5-8-5 oc pudins, BOT CHORD 2X6 OF SS G except end verticals. WEBS 2X4 OF No. t&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt E -F MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=734/0-3-8, F=1600/0-3-8 Max Horz A=319(LC 5) Max Uplift A=-88(LC 8), F=-407(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-1305/169, B -C=-909/133, C -D=-566/95, E -F=-949/306 BOT CHORD A -I=-251/1120, H -I=-251/1120, G -H=-172/746, F -G=-124/397 WEBS C -H=-8/367, D -G=-84/523, B -H=-437/128, C -G=-543/152, D -F=-719/220 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) 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) A except (jt=1b) F=407. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 238 Ib down and 230 Ib up at �pOFESSlpN9 4-3-4, 72 Ib down and 69 Ib up at 5-6-11, 165 Ib down and 88 Ib up at 8-11-5,126 Ib down and 67 Ib up at 12-3-15, and 102 Ib t�0 TEQ���+ Fie down and 112 Ib up at 15-8-9, and 840 Ib down and 253 Ib up at 16-11-10 on top chord. The design/selection of such connection device(s) is the responsibility of others. Go 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front IF) or back (B). C 75435 m 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co.;D UJ LOAD CASE(S) Standard * EXP, 03/31/2018 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) TFOFCAUFQ Vert: A -F=20, A -E=70 August 15,2017 A WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MTTEK 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 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. Fcr general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 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 i hta CA 95610 Job Truss Truss Type Qty Ply Pertuit 851419058 0617213 TG16 MONO TRUSS 1 1 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:20 2017 Page 2 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-xebuvOhVEsoWuoUUJzDHzULgvDh4sei IEf2EUTyndJP LOAD CASE(S) Standard Concentrated Loads (lb) Vert: E=-840 C=-36(8) N=69(8) AWARNINO • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 011II.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 MiT®k' 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 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 Heights, CA 95610 Job Truss Truss Type Qty Ply Pertuit grip DOL=1.33 LOADING (psf) SPACING- 2-0-0 CSI. 851419059 0617213 TG17 MONO TRUSS 1 1 Vert(LL) -0.02 1 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.23 Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. TUB Aug 15 10:56:212017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-Pg9G6kh7?9wNVy3gthlWVhtgPd 1 Jb6kRTJnoOvyndJO 4-11.3 1 8-11-5 l 12-11.6 16-11-7 4-11-3 4.0-1 4.0-1 4-0-1 3x4 11 3x6 = V F 2x4 II 3x4 = 3x4 = 4x6 = Scale = 1:51.1 4-11-3 8.11.5 12-11 6 16-11-7 1 4-11-3 40 1 4 0 1 4-0-1 Plate Offsets (X,Y)— (A:0-3-5,0-0-151 grip DOL=1.33 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 0.31 Vert(LL) -0.02 1 >999 240 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.23 Vert(CT) -0.07 I -K >999 180 o m A BCLL 0.0 ' Rep Stress Incr NO WB 0.50 Horz(CT) 0.02 F n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -MSH Weight: 112 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins, BOT CHORD 2X6 DF SS G except end verticals. WEBS 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt E -F MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=717/0-3-8, F=625/0-3-8 Max Horz A=316(LC 5) Max Uplift A=-93(LC 8), F=-267(LC 8) Max Grav A=755(LC 19), F=706(LC 32) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-1358/180, B -C=-928/143, C -D=-560/108 BOT CHORD A -I=-260/1169, H -I=-260/1169, G -H=-181/746, F -G=-137/393 WEBS C -H=-9/351, D -G=-78/525, B -H=-491/128, C -G=-578/146, D -F=-696/241 NOTES- (8) 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, 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 Ib uplift at joint(s) A except Qt=1b) F=267. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 72 Ib down and 69 Ib up at 5-7-0,165 Ib down and 88 Ib up at 8-11-10, 126 Ib down and 67 Ib up at 12-4-4, and 113 Ib down and 185 Ib up at 15-6-7, and 98 o0ESSio �t`O 1E01),) 1 y� Ib down and 110 Ib up at 15-8-14 on top chord. The design/selection of such connection device(s) is the responsibility of others. �f(r PQp 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). J N y C 75435 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. o m A EXP. 03/31/2018 LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) LP C G Q Vert: A -F=-20, A -E=-70 August 15,2017 A wARNING - Verfly 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® 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 MOW 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 ANSIrrPI7 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 H ' hts CA 95610 AWARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M167473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTeM 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 WOW 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/TPil 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 ` [lyPertuit 851419059 0617213 TG 17 MONO TRUSS •• � ; - 1 1 Job Reference (optional) AWARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M167473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTeM 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 WOW 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/TPil 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 DEFL. in Vert(LL) -0.02 Vert(CT) -0.07 Horz(CT) 0.02 Pertuit PLATES GRIP MT20 220/195 Weight: 112 Ib FT = 20% LUMBER- BRACING - �Piy� 851419060 0617213 TG18 MONO TRUSS 1 1 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt E -F 0-0-0, 129 Ib down and 101 Ib up at 0-0-0, and 204 Ib down and 94 Ib up at 9-11-11, and 118 Ib down at 10-8-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 1510:56:22 2017 Page 1 I0:hZVEgGBggcE4mZGGaf5Elqyz9FT-tOjeK4ilmT2E76etOOG12vGOA1 NTKYNbizXLYLyndJN l 4-11-3 1 840 i 142-01 6 I 1-01--7 4-11-3 1 3x4 II 3x6 = I n V F 2x4 II 3x4 = 30 = 4x6 = 4-11-3 f1-11-5 12 1.116 1611-7 1 4-11-3 4.0.1 4.0-1 4-0-1 Scale = 1:51.1 LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2015/TP12014 CSI. TC 0.24 BC 0.24 WB 0.54 Matrix -MSH DEFL. in Vert(LL) -0.02 Vert(CT) -0.07 Horz(CT) 0.02 (loc) I/defl L/d 1 >999 240 I -K >999 180 F n/a n/a PLATES GRIP MT20 220/195 Weight: 112 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-6-4 oc purlins, BOT CHORD 2X6 DF SS G 4) A plate rating reduction of 20% has been applied for the green lumber members. except end verticals. WEBS 2X4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt E -F 0-0-0, 129 Ib down and 101 Ib up at 0-0-0, and 204 Ib down and 94 Ib up at 9-11-11, and 118 Ib down at 10-8-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. �lp� �E4 9( OAF MiTek recommends that Stabilizers and required cross bracing X40 :� A � section, applied to the face of the truss are noted as front (F) or back (B). 8) WARNING: Engineering is be installed during truss erection, in accordance with Stabilizer void unless truss is fabricated by Systems Plus Lumber Co. L w C 75435 c mn Installation guide. REACTIONS. (Ib/size) A=1440/0-3-8, F=782/0-3-8 LOAD CASE(S) Standard EXP, 03/31/2018 Max Horz A=316(LC 5) Uniform Loads (plf) Max Uplift A=-340(LC 8), F=-135(LC 8) Vert: A -F=-20, A -E=-70 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. F�FCAI�E Vert: A= -666(F=-93) M= -43(B) TOP CHORD A -B=-1401/109, B -C=-954/72, C -D=-600/70 August 15,2017 BOT CHORD A -I=-197/1207, H -I=-197/1207, G -H=-110/786, F -G=-85/403 WEBS C -H=-27/334, D -G=-57/557, B -H=-490/162, C -G=-582/114, D -F=-746/163 NOTES- (8) A 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, 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) except Ot=lb) A=340, F=135. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 613 Ib down and 294 Ib up at �,ROFESS/pN 0-0-0, 129 Ib down and 101 Ib up at 0-0-0, and 204 Ib down and 94 Ib up at 9-11-11, and 118 Ib down at 10-8-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. �lp� �E4 9( OAF 7) In the LOAD CASE(S) loads X40 :� A � section, applied to the face of the truss are noted as front (F) or back (B). 8) WARNING: Engineering is J N y void unless truss is fabricated by Systems Plus Lumber Co. L w C 75435 c mn LOAD CASE(S) Standard EXP, 03/31/2018 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: A -F=-20, A -E=-70 Concentrated Loads (lb) F�FCAI�E Vert: A= -666(F=-93) M= -43(B) August 15,2017 WARNING- Voft design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. 101031015 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 ANSI/TP11 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 Heiahts, CA 95610 Job Truss Truss Type Qty Ply Pertuit Well L/d TCLL 20.0 Plate Grip DOL 1.15 851419061 0617213 Vol Valley 1 1 Lumber DOL 1.15 BC 0.10 Vert(CT) n/a - Ma Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 13.2-0 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:22 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-tOjeK41lmT2E76etOOG12vQx?l PcKfHbizXLYLyndJN 30 11 3x4 1 2x4 H G F 20 11 20 11 30 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) n/a - n/a 999 TCDL 15.0 Lumber DOL 1.15 BC 0.10 Vert(CT) n/a - Ma 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) -0.00 F n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -SH LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btf G TOP CHORD BOT CHORD 2X4 OF No.1 &Btr G WEBS 2X4 DF Stud/Std G BOT CHORD OTHERS 2X4 OF Stud/Std G REACTIONS. All bearings 13-2-0. (lb) - Max Horz A=236(LC 11) Max Uplift All uplift 100 Ib or less at joint(s) F, H, G, I Max Grav All reactions 250 Ib or less at joint(s) A, F, H except G=390(LC 2), 1=328(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-347/199, B -C=-264/156 WEBS D -G=-271/185 Scale = 1:39.2 PLATES GRIP MT20 220/195 Weight: 56 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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, 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 100 Ib uplift at joint(s) F, H, G, 1. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OQROFESS/pyq ��Q�c �Q Z EOpQs �Fti P F �f W w C 75435 cPc n, W M EXP. 03/31/2018 l* August 15,2017 ,& WARNING . Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE #11.7073 rev. 10103/2013 BEFORE USE. W1, 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 lek 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 MiT 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 I ht A 95610 Job Truss Truss Type Qty Ply Pertuit Plate Grip DOL 1.15 TC 0.40 Verl(LL) n/a n/a 999 MT20 220/195 TCDL 15.0 851419062 0617213 V02 Valley 1 1 WB 0.07 Horz(CT) -0.00 F n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -SH Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 is Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:23 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-LDH1XQjNXnA51GD3_6n b6z8QQ1036ukxdGv5oyndJM 11.2-0 11.2-0 3x4 11 E 3x4 I H G J 2x4 I I 2x4 I 20 I I F 3x4 11 Scale = 1:33.3 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 0.40 Verl(LL) n/a n/a 999 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.09 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) -0.00 F n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -SH Weight: 47 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No. 1&Btr G TOP CHORD BOT CHORD 2X4 OF No. 1&Btr G WEBS 2X4 DF Stud/Std G BOT CHORD OTHERS 2X4 OF Stud/Std G REACTIONS. All bearings 11-2-0. (lb)- Max Horz A=198(LC 11) Max Uplift All uplift 100 Ib or less at joint(s) F, H, G. I Max Grav All reactions 250 Ib or less at joint(s) A, F. H except G=372(LC 2), 1=326(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-297/172 WEBS D -G=-271/194 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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, 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 100 Ib uplift at joint(s) F, H, G, I. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 1 tUO��`c�y\\ w� C 75435 c m * EXP. 03/3112018 C OFCAV August 15,2017 ,& WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE U11-7473rev, 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 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, 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 itrus Heg_ts. CA 95610 Job Truss Truss Type City DEFL. Pertuit Vdefl Ud TCLL 20.0 Plate Grip DOL �Ply� 851419063 0617213 V03 Valley 1 1 Lumber DOL 1.15 BC 0.08 Vert(CT) n/a n/a Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:24 2017 Page 1 ID: hZVEgGBggcE4mZGGaf5E Igyz9FT-pPrPlmk? 14lyM PoFYpI D7KVLPg5UoZzt9HOSdEyndJL 9-2-0 9-2-0 30 11 E 3x4 I H G F 2.0 II 3x4 II 2x4 11 2x4 11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.15 BC 0.08 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 F n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -SH LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD BOT CHORD 2X4 OF No.1&Btr G WEBS 2X4 DF Stud/Std G BOT CHORD OTHERS 2X4 DF Stud/Std G REACTIONS. All bearings 9-2-0. (lb) - Max Horz A=160(LC 9) Max Uplift All uplift 100 Ib or less at joint(s) F, G, I except H=-328(LC 3) Max Grav All reactions 250 Ib or less at joints) A, F, H except G=421(LC 1), 1=373(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS D -G=-293/224 Scale = 1:30.2 PLATES GRIP MT20 220/195 Weight: 38 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) F, G, I except (jt=1b) H=328. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q?,0PESS/O,t,9l TEOOps�E` Z c LU w C 75435 M t *"i EXP, 03/31/2018 /* c OF CALF August 15,2017 A WARNING- Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTeW 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 d s Heights, A 9561 Job Truss Truss Type Oty Ply Pertuit LUMBER- BRACING - TOP CHORD 2X4 OF No. t&Btr G TOP CHORD 851419064 0617213 VO4 Valley 1 1 Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 OF Stud/Std G MiTek recommends that Stabilizers and required cross bracing Job Reference o tional JyslemS FIDS LUmDef L;o, Anderson, GA 15 .1ZU S Aug lu zul / MI I eK Inoustrles, mc. I Ue AUg lb 1U:bt1:Z4 ZVl r rage i I D: hZV EqG BggcE4mZGGafSE Igyz9FT-pPrPlmk? 14lyMPoFYpI D7KVMlg6goZOt9HOSd EyndJL 7-2-0 7-2-0 3x4 11 C E D 3x4 2x4 II 3x4 II Scale = 1:22.0 LOADING (psf) TCLL 20.0 TCDL 15.0 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 0.24 BC 0.06 WB 0.08 Matrix -P DEFL. in Vert(LL) n/a Vert(CT) n/a Horz(CT) -0.00 (loc) Well L/d n/a 999 We 999 D We n/a PLATES GRIP MT20 220/195 Weight: 25 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No. t&Btr G TOP CHORD Structural woad 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 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 guide. REACTIONS. (Ib/size) A=94/7-2-0, D=12117-2-0, E=361/7-2-0 Max Horz A=122(LC 11) Max Uplift D=-18(LC 9), E=-91(LC 12) Max Grav A=102(LC 20), D=121(LC 1), E=361(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS B -E=-281/216 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) D, E. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. �Q9,oFE TEp�ODO � fiy P F c w C 75435 Nc *\ EXR 03/31/2018 l* August 15,2017 A WARNING - V.dfy 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 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 ANSIRPIi Quality Criteria, DSB-39 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 Chrult H hts CA 95610 Job Truss Truss Type Qty Ply Pertuft PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.10 851419065 0617213 V05 Valley 1 1 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES Job Reference o tional Systems Plus LUmoef GO, Anderson, GA C.1ZU S Aug 1U Z017 NII IeK Inaustnes, Inc. I Us Aug 15 10:55:25 ZU17 Nage 1 ID:hZVEgGBggcE4mZGGef5Elgyz9FT-HbPny6kd3OQp_ZMS6XpSgX2ZcERQX1 b1 Oxl?9gyndJK 5.2-0 5-2-0 3x4 II C E D 3x4 % 2x4 II 3x4 II Scale: 3/4"=1' 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 0.10 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.03 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.06 Horz(CT) 0.00 D n/a n/a BCDL 10.0 Code IBC2015f rPI2014 Matrix -P Weight: 18 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-2-0 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. OTHERS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer 1ngJalI@tlgLi guide. REACTIONS. (Ib/size) A=60/5-2-0, D=87/5-2-0, E=249/5-2-0 Max Horz A=84(LC 9) Max Uplift D=-13(LC 9), E=-63(LC 12) Max Grav A=67(LC 20), D=87(LC 1), E=249(LC 1) 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) D, E. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. /9RpFESS/pN9 �c�Q�QO TEODC) 2 C 75435 m * EXP, 03/3112018 J* August 15,2017 A WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE NII -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 MlTek* ek• 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 Heiahts. CA 95610 Job Truss Truss Type Oty Ply Pertuit TCLL 20.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) n/a n/a 999 851419066 0617213 V06 Valley 1 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 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:25 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-HbPny6kd3OQp ZMS6XpSgX2Z6ERIX1Y10xl?ggyndJK 3.2-0 3-2-0 3x4 3x4 11 Scale = 1:10.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.07 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.04 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 Weight: 10 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-2-0 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. (Ib/size) A=108/3-2-0, C=108/3-2-0 Max Horz A=46(LC 9) Max Uplift A=-10(LC 12), C=-22(1.0 12) 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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, C. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. August 15,2017 0 WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1101.7473 rev. 10/03/2015 BEFORE USE. sense 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. 4dditional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and properly damage. Fo• general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPI7 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 9561 Job Truss Truss Type City TCLL Pertuit Plate Grip DOL 1.15 TC 0.32 TCDL [ly� 851419067 0617213 V07 Valley 1 1 YES WB 0.22 BCDL 10.0 Code IBC2015/TPI2014 Matrix -SH Job Reference o tional Systems Plus Lumber Co, Anderson, CA 17.2-0 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:26 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-Ioy9ASIGgiYgcjxefEKhClbh 1 etvGRKAdbVZh7yndJJ 3x4 11 3x4 % M L K J I H LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 TCDL 15.0 Lumber DOL 1.15 BC 0.14 BCLL 0.0 ' Rep Stress Incr YES WB 0.22 BCDL 10.0 Code IBC2015/TPI2014 Matrix -SH 30 II DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) n/a n/a 999 MT20 220/195 Vert(CT) n/a We 999 Horz(CT) -0.00 H n/a n/a LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btf G TOP CHORD BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF No. 1&Btr G BOT CHORD OTHERS 2X4 DF Stud/Std G WEBS REACTIONS. All bearings 17-2-0. (lb) - Max Horz A=312(LC 9) Max Uplift All uplift 100 Ib or less at joints) H, J, M, L except K=-231(LC 18), 1=-102(LC 12) Max Grav All reactions 250 Ib or less at joints) A, H except 1=488(LC 2), J=386(LC 19), M=382(LC 1), L=297(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD A -B=-440/247, B -C=-351/212, C -D=-276/156, D -E=-283/178 Scale = 1:51.1 Weight: 85 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt G -H MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation Guide. WEBS F -I=-313/199, B -M=-288/159 NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25fl; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) All plates are 2x4 MT20 unless otherwise indicated. 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, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. ??OFESS/Qn, 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s) H, J, M, L except �tr,0 IEOD 9(� Qt=1b) K=231, 1=102. tV t7 y 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co.tS't�� G) I C 75435 M * EXP. 03/31/2018 August 15,2017 ,& WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE ?AGE 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 "Tel 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, DS849 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 Ply Pertuit LUMBER- BRACING - TOP CHORD 2X4 OF No. t&Btr G TOP CHORD 851419068 0617213 V08 Valley 1 1 Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 OF Stud/Std G MiTek recommends that Stabilizers and required cross bracing Job Reference o tional Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:27 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elgyz9FT-E WXNomub?gXDtWgDxrv✓ly7kd26d?vjKrFE6EZyndJl 15.2-0 15-2-0 3.4 11 Scale = 1:45.3 3x4 % I H J G F 2x4 11 20 11 2.4 11 3x4 LOADING (psf) TCLL 20.0 TCDL 15.0 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 0.78 BC 0.11 WB 0.15 Matrix -SH DEFL. in Vert(LL) n/a Vert(CT) n/a Horz(CT) -0.00 floc) I/deb Ud n/a 999 n/a 999 F nla n/a PLATES GRIP MT20 2201195 Weight: 65 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No. t&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, BOT CHORD 2X4 OF No. t&Btr G except end verticals. WEBS 2X4 OF Stud/Std 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 guide. REACTIONS. All bearings 15-2-0. (lb) - Max Horz A=274(LC 9) Max Uplift All uplift 100 Ib or less at joints) F, H, G, I Max Grav All reactions 250 Ib or less at joints) A, F except H=301(LC 1). G=46312), 1=356(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-395/224, B -C=-308/188 WEBS D -G=-291/191, B -I=-265/154 NOTES- (7) 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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, 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 100 Ib uplift at joint(s) F, H. G. I. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. oQ�kOFESS/ i ���`�TEO,0s Fye ) C 75435Lu LU August 15,2017 ,& WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 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 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 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 Carus Heldhts, CA 95610 Job Truss Truss Type Qty Ply Pertuit Well Ud TCLL 20.0 Plate Grip DOL 1.15 851419069 0617213 V09 Valley 1 1 Lumber DOL 1.15 BC 0.10 Vert(CT) n/a n/a Job Reference (optional Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:27 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elqyz9FT-E WXNomub?gXDtWgDxrwly7ol26n?WXKrFE6EZyndJl 13.2-0 13.2-0 3x4 II E 30 1 H G F 20 I 2x4 11 20 11 30 11 LOADING (psi] SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.15 BC 0.10 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(CT) -C.00 F n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -SH LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF Stud/Std G BOT CHORD OTHERS 2X4 DF Stud/Std G REACTIONS. All bearings 13-2-0. (lb) - Max Horz A=236(LC 11) Max Uplift All uplift 100 Ib or less at joints) F, H, G, I Max Grav All reactions 250 Ib or less at joints) A, F, H except G=390(LC 2), 1=328(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-347/199, B -C=-264/156 WEBS D -G=-271/185 Scale = 1:39.2 PLATES GRIP MT20 220/195 Weight: 56 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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, 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 100 Ib uplift at joint(s) F, H, G, I. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. �QROFESS/ON9 1 E00C��Fy� WP C 75435 * EXP. 03131/2018 EOFCAO\ August 15,2017 A WARNING - Verify 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 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. Acditional temporary and permanent bracing Ml lek• 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 BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 QHrvs Heights. CA 95610 Job Truss Truss Type Qty DEFL. Pertuit I/dell Ud TCLL 20.0 Plate Grip DOL �Ply� 851419070 0617213 V10 Valley 1 1 Lumber DOL 1.15 BC 0.09 Vert(CT) n/a n/a Job Reference o tional JyStemS VIUS Lumoer (;O, Anderson, UA 6.120 S AUg l U zul T mi fek industries, Inc. Tue Aug 15 10:56:26 2017 Pagel 1 D:hZV EgGBggcE4mZGGaf5E Igyz9FT-iA4wa8n W LJoOr150nfN 9 HAg?9 RSB kN 7T4v_gm?yndJ H 11-2-0 11-2-0 3x4 11 E 3x4 % I H G J 2x4 2x4 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.15 BC 0.09 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.07 Horz(CT) -0.00 F n/a n/a BCDL 10.0 Code IBC2015ITP12014 Matrix -SH LUMBER- BRACING - TOP CHORD 2X4 OF No. t&Btr G TOP CHORD BOT CHORD 2X4 OF No. 1&Btr G WEBS 2X4 DF Stud/Std G BOT CHORD OTHERS 2X4 OF Stud/Std G REACTIONS. All bearings 11-2-0. (lb)- Max Horz A=198(LC 11) Max Uplift All uplift 100 Ib or less at joints) F, H. G, I Max Grav All reactions 250 Ib or less at joints) A, F, H except G=372(LC 2), 1=326(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD A -B=-297/172 WEBS D -G=-271/194 F 3x4 11 Scale = 1:33.3 PLATES GRIP MT20 220/195 Weight: 47 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. 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 and C -C Exterior(2) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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, 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 100 Ib uplift at joint(s) F, H, G. I. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. QFtOFESS/0^, p TEO I)C Fy �r C 75435 ��a 121 X August 15,2017 AWARNING • VeAry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 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 at -85 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 ANSVTPIi Quality Criteria, DSB49 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sults 312, Alexandria, VA 22314. Suite 109 Clt H i ht-- ----- 3x4 610 Job Truss Truss Type Oty Ply Pertuit Plate Grip DOL 1.15 TC 0.26 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 15.0 851419071 0617213 V11 Valley 1 1 WB 0.09 Horz(CT) -0.00 F n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -SH Job Reference o tional ayslems rlus LUmoer co, Anaerson, GA 5 .1ZV S AUg 1 U ZUl i, MI I ex InauStnes, Inc. I Ue Aug 15 1 U:55:Z9 ZU17 Pagel I D:hZV Eq GBggcE4mZGGaf5Elgyz9FT-ANe IoTo86dwETBg DLM uOq N DC8rofTgCcJZJ D IRyndJG 9-2-0 9-2-0 3x4 II E 3x4 5- 1 H G F 2x4 II 3x4 II 2x4 11 2x4 11 Scale = 1:30.2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.26 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.08 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.09 Horz(CT) -0.00 F n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -SH Weight: 38 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.t&Btr G TOP CHORD BOT CHORD 2X4 DF No. t&Btr G WEBS 2X4 DF Stud/Std G BOT CHORD OTHERS 2X4 DF Stud/Std G REACTIONS. All bearings 9-2-0. (lb) - Max Horz A=160(LC 9) Max Uplift All uplift 100 lb or less at joints) F, G, I except H=-328(LC 3) Max Grav All reactions 250 Ib or less at joint(s) A, F, H except G=421 (LC 1), 1=373(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS D -G=-293/224 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. 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.Cpsf; h=25fl; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) F, G, I except Qt=1b) H=328. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ??,OFESSI ZEp��ODC). �F2 UJ C 75435 FNc *\ EXP. 03/31/2018 /* August 15,2017 A 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 MiTsW 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 Mi ®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 ANSIITPII Quality Criteria, DSO -69 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 H I hts A 95610 Job Truss Truss Type Qty Ply Pertuit 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 except end verticals. WEBS 2X4 OF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 851419072 0617213 V12 Valley 1 1 Max Horz A=122(LC 11) Max Uplift D=-18(LC 9), E=-91 (LC 12) Max Grav A=102(LC 20), D=121(LC 1), E=361(LC 1) Job Reference o tional JyelemS VIUS LUmDer GO, Anderson, GA 1:1.12U 5 Aug 1 U ZU17 MI I ek Industries, Inc. Tue Aug 15 10:56:29 2017 Page 1 I D:hZV EgGBggcE4mZGGaf5Elgyz9FT-AN eloTo86dwETBg DLMuOgNDDUrprTq FcJZjD IRyndJ G 7-2-0 7.2.0 3x4 11 C E D 3x4 2x4 II 3x4 II Scale = 1:22.0 LOADING (psf) TCLL 20.0 TCDL 15.0 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/TP12014 CSI. TC 0.24 BC 0.06 WE 0.08 Matrix -P DEFL. in (loc) I/defl Ud Vert(LL) n/a Na 999 Verl(CT) n/a n/a 999 Horz(CT) -0.00 D n/a n/a PLATES GRIP MT20 220/195 Weight: 25 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 except end verticals. WEBS 2X4 OF Stud/Std 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 Install tion guide. REACTIONS. (Ib/size) A=94/7-2-0, D=12117-2-0, E=36117-2-0 Max Horz A=122(LC 11) Max Uplift D=-18(LC 9), E=-91 (LC 12) Max Grav A=102(LC 20), D=121(LC 1), E=361(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS B -E=-2811216 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) D, E. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. QROFESSlO,t, 1E0p0�7F2 c w� C 75435 c m EXP. 03131/2018 .� OF August 15,2017 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. IOM34015 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 Mi ek' 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, a" 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 k HaI ht A 9 10 Job Truss Truss Type Qty DEFL. in Vert(LL) n/a Vert(CT) n/a Horz(CT) 0.00 Pertujt PLATES GRIP MT20 220/195 Weight: 18 Ib FT = 20% LUMBER- JPIy- 851419073 0617213 V13 Valley 1 1 except end verticals. WEBS 2X4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Job Reference (optional) SyStemS NIUS LUmDer Go, Anaerson, GA 6.120 S Aug 1U 2017 MiTek InOUstnes, Inc. Tue Aug 15 10:56:30 2017 Page 1 ID: hZVEgGBggcE4mZGGaf5Elqyz9FT-eZCg?pomtw254KFPu4PdNbIQLF9bClgmYDTmquyndJF 5.2-0 5.2.0 3x4 II C E D 30 % 20 II 30 II Scale: 3/4-=1' LOADING (psf) TCLL 20.0 TCDL 15.0 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/TP12014 CSI. TC 0.10 BC 0.03 WB 0.06 Matrix -P DEFL. in Vert(LL) n/a Vert(CT) n/a Horz(CT) 0.00 (loc) I/deft Ud n/a 999 n/a 999 D n/a n/a PLATES GRIP MT20 220/195 Weight: 18 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 5-2-0 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. OTHERS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installati n guide. REACTIONS. (Ib/size) A=60/5-2-0, D=87/5-2-0, E=249/5-2-0 Max Horz A=84(LC 11) Max Uplift D=-13(LC 9), E=-63(LC 12) Max Grav A=67(LC 20), D=87(LC 1), E=249(LC 1) 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.Cpsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 arty 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) D, E. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. /�'u - 'O t tzU0 `<C11 w� C 75435 ��c m * EXP. 03131/2018 August 15,2017 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 14(=015 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 el.- is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the RR fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII quality Criteria. DSB49 and SCSI Building Component 7777 Greenback Lane Safety Information available from Trus; Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Cibms Heights,A 95610 Job Truss Truss Type City Ply Pertuft Plate Grip DOL 1.15 TC 0.14 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 15.0 851419074 0617213 V14 Valley 1 1 WB 0.04 Horz(CT) 0.00 C n/a n/a BCDL 10.0 Code IBC2015ffP12014 Matrix -P Job Reference o tional Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:31 2017 Page 1 I D: hZVEgG BggcE4mZGGaf5E I gyz9FT-6lm2D9pOeE4yl UgbSnwsvolaVfu FxlPvmtCKNKyndJE 3-10.15 7-9-14 3-10-15 3-10-15 Scale = 1:14.5 46 = B 3x4 i 2x4 II D 3x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.14 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.07 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 IBC2015ffP12014 Matrix -P Weight: 22 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.l&Btr G BOT CHORD 2X4 DF No.1&Btr G OTHERS 2X4 OF Stud/Std G REACTIONS. (Ib/size) A=15417 -9 -14,C=15417 -9-14,D=286/7-9-14 Max Horz A=27(LC 16) Max Uplift A=-29(LC 12), C=-34(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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 Inatallation NOTES- (8) 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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 ary 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. OQROFESS/p I TE000 F2� LU wQ C 75435 �Tin * EXP.03/31/2018 /* August 15,2017 ,& 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 atrusssystem. Before use, the building designer must verify the applicability of design parameters and properly Incorporate this design Into the overall OF building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracingMiis 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 BC81 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 hta CA 95610 Job Truss Truss Type City Ply Pertuit Plate Grip DOL 1.15 TC 0.02 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 15.0 851419075 0617213 V15 Valley 1 1 WB 0.00 Horz(CT) 0.00 C n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -P Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:31 2017 Page 1 ID: hZVEgGBggcE4mZGGaf5E Igyz9FT-61m2D9pOeEAyiUgbSnwsvolcPfV Wxl1 vmtCKNKyndJE I 1-10-15 3.9.14 1.10.15 1-10-15 3x6 = 3x4 3x4 Scale = 1:7.5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.02 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 15.0 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 C n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -P Weight: 9 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1 &Btr G REACTIONS. (Ib/size) A=117/3-9-14, C=117/3-9-14 Max Horz A=-10(LC 13) Max Uplift A=-11(LC 12), C=-11(LC 13) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-14 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=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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. ppFESS/0 �Q iEOp�s<<cy C75 5 Nc m * � J-777" - / * August 15,2017 ,& WARNING • Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PA GE 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 S I:T�1.k" is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the M1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPN 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, A 95610 Job Truss Truss Type Qty Ply Pertuit 1/deb L/d TCLL20.0 Plate Grip DOL 1.15 851419076 0617213 V16 Valley 1 1 Lumber DOL 1.15 BC 0.08 Vert(CT) n/a n/a Job Reference o tional Systems Plus Lumber GO, Anderson, GA B.1ZU S AUg 1 U ZU17 MI 1 eK Industries, Inc. I Ue Aug 15 1 U:55:3Z ZU17 Hegel I D:hZVEq GBgq cE4mZG Gaf5E Igyz9FT-axKQQVgOPYIpKePoOVR5SOq IV3pFgB 13?XytvmyndJ D 8-10-15 &10-15 3x4 II E 30 1 H G F 2114 11 3x4 I 2x4 11 2x4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/deb L/d TCLL20.0 Plate Grip DOL 1.15 TC 0.38 Vert(LL) n/a n/a 999 TCDL 15.0 Lumber DOL 1.15 BC 0.08 Vert(CT) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(CT) -0.00 F n/a n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix -P LUMBER- BRACING - TOP CHORD 2X4 OF No.1 &Btr G TOP CHORD BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 OF Stud/Std G BOT CHORD OTHERS 2X4 OF Stud/Std G REACTIONS. All bearings 8-10-15. (lb) - Max Horz A=155(LC 9) Max Uplift All uplift 100 Ib or less at joint(s) F, G, I except H=-434(LC 3) Max Grav All reactions 250 Ib or less at joint(s) A, F except G=452(LC 1), 1=363(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS D -G=-294/211 Scale = 1:29.4 PLATES GRIP MT20 220/195 Weight: 37 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) F, G, I except Qt=1b) H=434. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. oOESS/p O TEODO �cti a Q4- F w C 75435 `rc m M *` EXE P 03(_312018 /* rr OF CAlJ August 15,2017 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473re, 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 ncorporate 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 ANSUTPII 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. Suile 109 Chnis Heights. 96610 Job Truss Truss Type Qty (loc) I/deft Ud n/a 999 n/a 999 D n/a n/a Pertuit LUMBER- BRACING - TOP CHORD 2X4 DF No.1 &Btr G �Ply� 851419077 0617213 V17 Valley 1 1 Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:32 2017 Page 1 ID:hZVEgGBggcE4mZGGaf5Elgyz9FT-axKQQVgOPY1pKePoOVR5SOgk 13gdgB13?XytvmyndJD 6-10-15 6-10-15 3x4 11 C E D 3x4 % 2x4 II 3x4 II Scale = 1:21.3 LOADING (psg TCLL 20.0 TCDL 15.0 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 0.22 BC 0.06 WB 0.08 Matrix -P DEFL. in Vert(LL) We Vert(CT) n/a Horz(CT) 0.00 (loc) I/deft Ud n/a 999 n/a 999 D n/a n/a PLATES GRIP MT20 220/195 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 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. OTHERS 2X4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) A=90/6 -10 -15,D=116/6 -10-15,E=347/6-10-15 Max Horz A=117(LC 9) Max Uplift D=-18(LC 9), E=-87(LC 12) Max Grav A=97(LC 20), 0=116(LC 1), E=347(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. WEBS B -E=-270/210 NOTES- (7) 1) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Cpsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) D, E. 7) WARNING: Engineering Is void unless truss is fabricated by Systems Plus Lumber Co. QRpFESS/0 TEOD) F C 75435 `� m *` EXP, 03/31/2018 /* August 15,2017 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473re, 1 010 312 0 1 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, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall MR 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 Helahts. CA 95610 Job Truss Truss Type City (loc) I/deft Ud n/a 999 ri 999 D n/a n/a Pertuit LUMBER- BRACING - TOP CHORD 2X4 OF No.1&Btr G �Ply� 851419078 0617213 V18 Valley 1 1 Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2X4 OF Stud/Std G MITek recommends that Stabilizers and required cross bracing Job Reference o tional Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:33 2017 Page 1 ID: hZVEgGBggcE4mZGGaf5Elqyz9FT-28tperrfArQgxo_aCyK_DNxnSALPfeCEBhORDyndJC 4-10-15 4-10.15 Scale = 1:15.1 G E D 30 % 20 II 3x4 II LOADING (psf) TCLL 20.0 TCDL 15.0 BCLL 0.0 BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2015/TPI2014 CSI. TC 0.09 BC 0.03 WB 0.06 Matrix -P DEFL. in Vert(LL) n/a Vert(CT) n/a Horz(CT) 0.00 (loc) I/deft Ud n/a 999 ri 999 D n/a n/a PLATES GRIP MT20 220/195 Weight: 17 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 OF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-10-15 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 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 Ins allation guide. REACTIONS. (Ib/size) A=56/4-10-15, D=82/4-10-15, E=235/4-10-15 Max Hoa A=79(LC 9) Max Uplift D=-12(LC 9), E=-59(LC 12) Max Grav A=62(LC 20), D=82(LC 1), E=235(LC 1) 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.Cpsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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) D, E. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. August 15,2017 ,& 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 MITeW 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 01 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 g9neral 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 Qilruii Heights, CA 9561 Job Truss Truss Type City (loc) I/defl Ud Pertuit TCLL 20.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) n/a �Ply� 851419079 0617213 V19 Valley 1 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 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:34 2017 Page 1 D:hZVEgGBggcE4mZGGaf5Elgyz9FT-WKRBrBrHx9YXZyYA7wTZXRw74sWX86nMSrR_fyndJ B 2-10.15 2-10.15 3x4 3x4 11 Scale = 1:10.1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.06 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 15.0 Lumber DOL 1.15 BC 0.03 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 IBC2015ITP12014 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 2-10-15 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. (Ib/size) A=97/2-10-15, C=97/2-10-15 Max Horz A=41 (LC 11) Max Uplift A=-9(LC 12), C=-19(LC 12) 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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-M 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, C. 7) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. QROFESSIpt, YEODOs Fy F c C 75435 N� m EXP, 03131/2018 /* August 15,2017 A WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev, 1010312015 BEFORE USE. Nit 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. Add tional 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 ANSITTPf1 Quality Criteria, DSB-69 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suhe 312, Alexandria, VA 22314. Suite log Chru H i hts CA 9 610 Job Truss Truss Type City Ply Pertuit PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.04 851419080 0617213 W01 Rafter 6 1 BC 0.00 Vert(CT) -0.00 A -B >999 180 BCLL 0.0 Rep Stress Incr Job Reference o tional Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:35 2017 Page 1 I D:hZV EqG BggcE4 mZGGaf5E Igyz9FT-7W 7Z3XsviTgOB67N hd4o4eS I9Gs EtZOVhVAX W 5yndJA i 2-0-7 2-0-7 Scale = 1:9.6 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 A >999 240 TCDL 15.0 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/TP12014 Matrix -MP Weight: 3 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2X4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-7 oc pudins. 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 Inritallatign REACTIONS. (Ib/size) A=61/0-3-8, B=61/0-3-8 Max Horz A=33(LC 12) Max Uplift A=-14(LC 12), B=-30(LC 12) 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2)' 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. 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. OQRpFESS/pN9 SEODO �Fti U! Lu w C 75435cr EXXR 03/31/2018 /* August 15,2017 ,& WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ulf -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. Adlltional temporary and permanent bracing el.' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 1ICC fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUrPl1 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. Suns 109 Chrus H i Ms 95610 Job Truss Truss Type Qty Ply Pertuii PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.04 851419081 0617213 W02 Rafter 6 1 BC 0.00 Vert(CT) -0.00 A -B >999 180 BCLL 0.0 ' Rep Stress Incr Job Reference (optional) Systems Plus Lumber Co, Anderson, CA 8.120 s Aug 10 2017 MiTek Industries, Inc. Tue Aug 15 10:56:35 2017 Page 1 I D:hZVEgGBggcE4mZGGaf5Elqyz9FT-?W?Z3XsviTgOB67N hd?o4eS19GsEtZOVhVAXW5yndJA 2-0-7 2-0-7 N O Scale = 1:9.6 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) -0.00 A >999 240 TCDL 15.0 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 IBC2015ITPI2014 Matrix -MP Weight: 3 Ib 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 Installation REACTIONS. (Ib/size) A=6110-3-8, B=61/0-3-8 Max Horz A=33(LC 12) Max Uplift A=-14(LC 12), B=-30(LC 12) 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 and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; 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. or koFESS/p` T.�n\'9l ;(W C 75435 �r *` EXP. 03/31/2018 !* August 15,2017 AWARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil -7673 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 atruss 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 WOW •'�®1." is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �Y� 1l fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfrP11 Quality Criteria, DSB-69 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 H I hts CA 95610 Symbols PLATE LOCATION AND ORIENTATION 3/ ' Center plate on joint unless x, y 4 offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss LJ� and fully embed teeth. � 0'16' For 4 x 2 orientation, locate ® _ — _per Numbering System 6-4-8 dimensions shown in ft -in -sixteenths (Drawings not to scale) 1 2 3 TOP CHORDS C1-2 c2-3 0 WEBS � m y qp 0 U '� 3 �3,1 3O dUstack A p4. i A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or x -bracing, 9 g, 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 bracing should be considered. 3. Never exceed the design loading shown and never materials on inadequately braced trusses. Provide copies of this truss design to the building designer, erection supervisor, property owner and C7-8 c6-7 C5_6F plates 0- '/14' 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 NUMBERED/LETTERED 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 ANSI/TPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from " Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSUTPI 1. 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 ICC -ES Reports: use with fire retardant, preservative treated, or green lumber. 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 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 truss unless otherwise Shown. in all respects, equal to or better than that 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 spacing, BEARING established by others. or less, if no ceiling is installed, unless otherwise noted. 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. —® �a 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: W1 ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood TfUSS Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. s not sufficient BCSI: Building Component Safety Information, MiTek"ANSI/TPI 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev. 10/03/2015 36 CLIENT: PROJECT PROJECT LOCATION: STRUCTURAL CALCULATIONS Glen and Alice Pertuit New Single -Family Home 5809 Eves Lane Chico, CA JOB NUMBER: 2732 DATE: 07/22/17 RIF; -2533 AI (II 15 T 2_' 'til P .1,-A N ( I -I A N, (,l 1, I SEAL APPLIES TO SHEETS 1 THRU LOADING CRITERIA BASED ON THE 2013 CALIFORNIA BUILDING CODE: SEISMIC DESIGN CATEGORY: D WIND SPEED V (3 SECOND GUST): 110 mph WIND EXPOSURE: C SOIL BEARING: 1500 psf (per CBC Table 1806.2) ARE SPECIAL INSPECTIONS REQUIRED FOR ELEMENTS DESIGNED IN THESE CALCULATIONS ? No NOTES: 1. Streamline Engineering is not responsible for the these calculations unless this cover s-ieet is stamped by Jeff Richelieu and wet signed with Red or Blue ink. 2. Any structural or non-structural items that are not specifically addressed in the following calculations are designed by others and are not the responsibility of Streamline Engineering. 3. The engineer is not responsible for on site inspection to verify compliance with the structural plans, details, or specifications. Workmanship is to be of the highest quality and follow the latest edition of the adopted Building Code, and local building department standards. 4. The Client is responsible for the location of the structure on the site. The Client shall verify that the structure is properly located with respect to property lines, set backs, adjacent slopes, and all other limiting factors. TRUSS STATEMENT: , i., J/# " Z�' has reviewed the trusses submitted by Systems Plus Lumber and dated 7/17 for this project. The review was provided to insure that the truss designer used the proper gravity and lateral loading for the design of the trusses. The designer shall bear the entire responsibility for the design and bracing of the trusses. All truss to truss connections are designed by the truss mfg. �j l PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR Page 1 CODE COMPLIANCE DATE !�t / 2--7-11 1 BY 60 Independence Circle, Ste. 201 • Chico, CA 95973 • (530) 89 -1100 V�L-(ZEr— s C, e `Amarw to GRAVITY LOADS ROOF: PITCH: 6:12 DEAD LOAD: TILE ROOFING 10.0 PSF 1/2" OSB OR PLYWOOD 1.5 PSF FRAMING 4.0 PSF R-38 INSULATION (OPTIONAL) 2.5 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 1.7 PSF DEAD LOAD 22.9 PSF PITCH INCREASE FOR DEAD LOAD 1.1 PSF TOTAL DESIGN DEAD LOAD 24.0 PSF BY: JMR DATE: 7/22/2017 JOB NO: 2732 PAGE: 2 LIVE LOAD PER TABLE 4-1 OF ASCE 7-10 = 20.0 PSF (REDUCIBLE) (LIVE LOAD MAY BE REDUCED FOR PITCH OR TRIBUTARY AREA AS SHOWN BELOW) PER ASCE 7-10 EQUATION (4.8-1) Lr = Lo R,R2 WHERE 12 PSF < Lr < 20 PSF Lr = REDUCED LIVE LOAD OF HORIZONTAL PROJECTION (PSF) TRIBUTARY AREA < 200 SQ. FT. LIVE LOAD (BASED ON PITCH) 18.0 PSF TOTAL LOAD 42.0 PSF RAISED WOOD FLOOR: FLOORING 5 PSF FRAMING 3.5 PSF INSULATION 2.5 PSF MISCELLANEOUS 1.0 PSF DEAD LOAD 12.0 PSF LIVE LOAD 40.0 PSF TOTAL DESIGN LOAD 52.0 PSF LATERAL LOADS: WIND: SEE COMPUTER OUTPUT ON SHEETS THAT FOLLOW SEISMIC: SEE COMPUTER OUTPUT ON SHEETS THAT FOLLOW GENERAL NOTES: 1. The Engineer is only responsible for the structural items as noted in the following calculations. If changes are made to the design as detailed in these calculations without written approval from the Engineer, then the Engineer assumes no responsibility for the structure or any elements of the structure. 2. The Engineer is not responsible for any water proofing of any elements of the structure. The owner / contractor shall insure that all elements required to be waterproof are adequately detailed and constructed to be so. This includes but is not limited to roofs, deck ledgers, and retaining walls. 3. These calculations are based on a completed structure. The Engineer is not responsible for any elements that are not fully constructed or are not constructed according to the plans and details. 4. Building sites are assumed to be drained and free of expansive soil. These calculations assume undisturbed, stable soils, and level stepped footings. Any other conditions must be brought to the attention of the Engineer. 5. All footings shall bear on undisturbed soil with a footing depth below the frost line per local requirements. 60 Independence Circle, Ste. 201 6 Chico, CA 95973 (530) 892-1100 BY: DATE: JOB NO: 2 T� 2 PAGE 2 OF Date: 711--7 Job No. `Z 7 Page f Of SHEAR WALL SCHEDULE SHEAR WALL A B C D E F G SEISMIC SHEAR (PLF) 260 350 490 640 730 760 980 WIND SHEAR (PLF) 335 485 600 820 924 975 1250 3/8" PLYWOOD' Z CDX CDX CDX CDX STRUC. 1 CDX CDX OR EXT. RATED OSB ONE SIDE ONE SIDE ONE SIDE ONE SIDE I ONE SIDE ITWO SIDES TWO SIDE EDGE NAILING 3 8d @ 6" 8d @ 4" 8d @ 3" 1 8d @ 2" 8d 2 2" 8d @ 4" 8d @ 3" FIELD NAILING 3 8d@12" 8d@12" 8d@12" 18d@12" 8d@12" 8d@12" 8d@12" STUD SIZE AT VERTICAL 2 x 2 - 2x studs nailed together w/ 2 rows 16d sink. At 12" o.c. for PLYWOOD JOINT STUD full height of studs ( 4x post ay be used in place of 2 - 2x) FOUNDATION SILL 1 1/2" 1 1/2" 1 1/2" 2 1/2" 2 1/2" 2 1/2" 2 1/2" PLATE THICKNESS 3. Reduce A.B. capacity in note 2 by 50% for 2x sill plate when allowable shear CLIP, BLOCK LS70 @ LS70 @ LS70 @ LS70 @ LS70 @ LS70 @ LS70 @ TO PLATE 24" o.c. 20" o.c. 16" o.c. 12" o.c. 10" o.c. 10" o.c. 8" o.c. 5/8" A.B. SPACING 5 52" o.c. 36" o.c. 14" o.c. 26" o.c. 24" o.c. 1 23" o.c. 18" o.c. 1/2" A.B. SPACING 5 36" o.c. 24"c 10" o.c, 18" O.c. 16" o.c. 1 15" o.c. 11" o.c. NOTES: 1. Over Douglas -Fir studs @ 16" o.c. 2. All panel edges backed with 2 -inch nominal or wider framing u.o.n. 3. If machine nails are used, then nails with partial heads are not permitted. 4. Simpson manufactured clips at 24" o.c. for entire balance of wall line. "Block" may be truss chord or rafter per detail. 5. Anchor bolts shall have a minimum 3" x 3" x .229" thick steel plate washer. DESIGN VALUES FOR ANCHOR BOLTS AND SILL NAILS SHEAR WALL A B C D E F G SEISMIC SHEAR (PLF) 260 350 490 640 730 760 980 WIND SHEAR (PLF) 335 485 600 820 924 975 1250- 2X SILL SCREW INTO SDS 1/4" SDS 1/4" SDS 1/4" SDS 1/4" SDS 1/4" SDS 1/4" SDS 1/4" BLOCK OR RIM JST. @ 20" o.c. @ 13" o.c. @ 11" o.c. I@ 8" o.c. @ 7" o.c. @ 6" o.c. @ 5" o.c. SILL SCREW CAPACITY 336 517 611 840 960 1120 1344 5/8" A.B. CAPACITY 343 496 638 871 944 985 1259 1/2" A.B. CAPACITY 347 520 624 821 924 1 986 1344 NOTES: Simpson SDS 1/4 x 6" Wood Screws per Simpson with 1.6 increase for Cd Capacity of SDS 1/4" x 6" Wood Screw in 1 1/2" wood = 560 # / screw 2. Design capacity of bolts per Table 11 E of the 2012 NDS with Cd = 1.6 per Table 2.3.2. Capacity of 1/2" Anchor Bolt in 2x sill = 1.6 *650# = 1040# / Bolt Capacity of 1/2" Anchor Bolt in 3x sill = 1.6 *770# = 1232# / Bolt Capacity of 5/8" Anchor Bolt in 2x sill = 1.6 *930# = 1488# / Bolt Capacity of 5/8" Anchor Bolt in 3x sill = 1.6 *1180# = 1888# / Bolt 3. Reduce A.B. capacity in note 2 by 50% for 2x sill plate when allowable shear per foot is > than 350 plf < 600 pif 60 Independence Circle, Ste. 201 0 Chico, CA 95973 0 (530) 892-1100 ea T BY: JMR DATE: `/113 JOB NO: 'ZT;,�,-) PAGE: 5 POST SCHEDULE BASED ON 201 CBC MARK P1 P2 P3 P4 POST SIZE 2 x 4 2 - 2 x 4 3 - 2 x 4 2 x 6 LUMBER GRADE STANDARD STANDARD STANDARD STANDARD MAX. Lu 9' 9' 9' 9' MAX. LOAD @ POST 11500 LBS 2,800 LBS 5,000 LBS 2,200 LBS MAX. LOAD @ HEM FIR PL. 2,100 LBS 4,200 LBS 6,300 LBS 3,300 LBS MAX. LOAD @ D.F. PLATE 3,200 LBS 6,500 LBS 9,700 LBS 5,100 LBS P5 2 - 2 x 6 STANDARD 9' 5,000 LBS 6,600 LBS 10,000 LBS P6 3-2x6 STANDARD 9' 12,000 LBS 10,000 LBS 15,000 LBS P7 4 x 4 D.F. #1 9' 5,000 LBS 4,800 LBS 7,500 LBS P8 4 x 6 D.F. #1 9' 8,000 LBS 7,800 LBS 12,000 LBS P9 4 x 8 D.F. #1 9' 10,000 LBS 10,200 LBS 16,000 LBS P10 6 x 6 D.F. #1 9' 20,000 LBS 12,200 LBS 19,000 LBS P11 6 x 8 D.F. #1 9' 28,000 LBS 16,700 LBS 26,000 LBS P12 3.5 x 3.5 1.8 PARALLAM PSL 9' 6,100 LBS 4,900 LBS 7,600 LBS P13 3.5 x 5.25 1.8 PARALLAM PSL 9' 9,100 LBS 7,400 LBS 11,000 LBS P14 3.5 x 7 1.8 PARALLAM PSL 9' 12,200 LBS 9,900 LBS 15,000 LBS P15 5.25 x 5.25 1.8 PARALLAM PSL 9' 23,400 LBS 11,100 LBS 17,000 LBS P16 5.25 x 7 1.8 PARALLAM PSL 9' 31,300 LBS 14,800 LBS 23,000 LBS P17 7 x 7 1.8 PARALLAM PSL 9' 34,000 LBS 19,800 LBS 31,000 LBS Prepared by: Jeff Richelieu Software licensed to: Streamline Phone: 530-892-1100 Engineering, Inc. Email: jeffstreamli See ASCE 7-10 Section 26.3 for symbol definitions V= 110 mph Exposure Category C h=25ft L=77ft 13=81 ft Hip Roof: Pitch = 6:12 This is a valid Class 1 building 7/22/2017 bcglobal.net Wind Simple version 1. 0.0 Topographic Factor Specify KZt directly KZt for walls = 1.00 Kzt for roof = 1.00 Main Wind -Force Resisting System ASCE 7-10 Directional Procedure, MWFRS - Chapter 27, Part 2 This procedure applies to wind loads of enclosed simple diaphragm buildings, as defined in Section 26.2 MWFRS Wall Pressures (nsfl Wall tal Total Wi ndward Leeward Side te Inrnal Ph 27.4 21.4 -14.9 -19.2 +/- 4.5 po 10.8 20.4 MWFRS Roof Pressures (nsfl Zone 1 2 3 4 5 Load Case 1 -13.7 -17.1 -26.3 -23.4 -19.2 Load Case 2 10.8 -8.2 0.0 0.0 0.0 MWFRS Roof Overhang Pressures povh @ Zone 1 = 10.3 psf povh @ Zone 3 = 19.7 psf Pressures indicated are applied to underside of overhang on windward side only, simultaneously with other roof pressures C&C Roof Overhang Pressures (psf) povh ps Effective Wind Area @ Zone 2 @ Zone 3 @ Zone 4 @ Zone 5 (sf) 10 Load Case 1 -46.6 Load Case 2 16.9 Load Case 1 -79.3 Load Case 2 19.4 Load Case 1 -31.8 -25.4 Load Case 2 29.3 Load Case 1 -49.1 Load Case 2 26.8 500 -46.6 16.9 -71.4 17.4 20.5 -29.5 18.7 S.K. Ghosh Associates Inc. 1 334 E Colfax Street, Palatine, IL, 60067 Page l of l www.skghoshassociates.com BY: JMR DATE: 7/22/2017 JOB NO: 2732 PAGE: WIND DESIGN PRESSURE ON PROJECTED AREA ZONE 1 WIND PRESSURE PERPENDICULAR TO SURFACE 1 -13.7 JPSF ROOF PITCH 16 :12 WIND PRESSURE ON PROJECTED AREA OF ROOF -6.13 PSF ZONE 2 WIND PRESSURE PERPENDICULAR TO SURFACE 1 -17.1 JPSF ROOF PITCH 161:12 WIND PRESSURE ON PROJECTED AREA OF ROOF -7.65 PSF NET PRESSURE ON PROJECTED AREA 1.5 PSF ANGLE = 26.6 ° ANGLE = 26.6 ° USE 8.00 PSF ON VERTICAL PROJECTED AREA OF ROOF PER 27.1.5 ASCE 7-10 ZONE 3 WIND PRESSURE PERPENDICULAR TO SURFACE -26.3 PSF ROOF PITCH 6 :12 ANGLE = 26.6 WIND PRESSURE ON PROJECTED AREA OF ROOF -11.8 PSF ZONE 3 WIND PRESSURE PERPENDICULAR TO SURFACE -26.3 PSF ROOF PITCH 6 :12 ANGLE = 26.6 WIND PRESSURE ON PROJECTED AREA OF ROOF -11.8 PSF NET PRESSURE ON PROJECTED AREA 0.0 PSF USE 8.00 PSF ON VERTICAL PROJECTED AREA OF ROOF PER 27.1.5 ASCE 7-10 60 Independence Circle, Ste. 201 ° Chico, CA 95973 (530) 892-1100 Fax: 892-1115 Design Maps Summary Report https://earthquake.usgs.gov/cnl/designmaps/us/summary.php?templa. Nn #1ZI';�2 V,.' -Al , C(;2) "USES Design Maps Summary Report User -Specified Input Report Title Pertuit Sat July 22, 2017 22:36:22 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 39.737920N, 121.69004°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III _ i.�r�nit1 iti�d�hlta - � 'Paradise jhictr .u$% .Durham USGS-Provided Output Ss = 0.621 g SMs = 0.810 g SDs = 0.540 g Sl = 0.267 g SMl = 0.498 g Sol = 0.332 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 'Ftu Resuc+nse Svect-j-n oes:gn Response xZM ase a -z 1£Y 273 sn S_J av Pei,iT seej Perod T,s .j For PGA,, T, CRS, and Cal values, please view the detailed report. of 2 7/77/17 Z•2� D71 ,T BY: JMR DATE: 7/22/2017 JOB NO: 2732 PAGE: SEISMIC DESIGN FOR BUILDING USING ASCE/SEI STANDARD 7-10 PER SECTION 12.8.1 SEISMIC BASE SHEAR (V) = Rho(Cs )W WHERE Cs = Sos / (R / I) = 0.083 W SDs = 0.54 See attached printout from ASCE 7-10 Sol = 0.332 See attached printout from ASCE 7-10 R = 6.5 per Table 12.2-1 for wood shearwall IMPORTANCE FACTOR (1) = 1.0 Per Table 1.5-2 For occupancy category II Rho = 1.3 Per ASCE 7-10 Section 12.3.4.2 PERIOD OF STRUCTURE (T) = Ct hnx = 0.2236 MAXIMUM HEIGHT OF STRUCURE (hn) = 25 FT. Ct = 0.02 FROM TABLE 12.8-2 x = 0.75 FROM TABLE 12.8-2 CHECK Cs TL = 16 SEC. PER FIGURE 22-12 FOR T < TL Cs = 0.2284 MAXIMUM PER 12.8-3 Cs = 0.083 Used for design Cs/ 1.4 = 0.059 Per CBC Section 1605 (eq. 16-21) USE V = 0.077 W 60 independence Circle, Ste. 201 ® Chico, CA 95973 9 (530) 892-1100 L_I�-15,� 1 BY: J M TZ - DATE: 711 / JOB NO: Z.%-jT PAGE 10 OF v .0 77E . oz,4 (o 1) :�-77 01(, (91 -z-) 70 z �- VW c>274(91 191 JZ_ 7-1 (5-1-/,Z:) I�.�Z4 N-� = C?03 CC I -Z-) z z6,-; h7 3 1. u • 60 INDEPENDENCE CIRCLE, SUITE 201 • CHICO, CALIFORNIA 95973 • PHONE: (530) 892-1100 • FAX: (530) 892-1115 BY: J DATE: -7 -1 JOB NO: 2.-732 PAGE I I OF r . a`7-7 VW 170 K-11 OTS-::: (185) = 2g lCi 8.2/Z) _ Cop! 'j T 1z U 59 ► j 5 c 'Z472 IS)S , vt,i .G2[. 006 (1-21-L)C,:5) .744 i ( I �r 2 2 V- 114- (c�)::: c- �5- 114-t� L� 4- • 60 INDEPENDENCE CIRCLE, SUITE 201 • CHICO, CALIFORNIA 95973 • PHONE: (530) 892-1100 • FAX: (530) 892-1115 BY: J r7 DATE: 7 I JOB NO: 2 %'?7 PAGE i I OF V5 . o�%C.or��2�� iZ VW HV . ©08 Ci 4 7 +, o Z 74 (9 Is) l ?- � X (31:: ,400kIr 2 AS - - Zat�, w"aNt, V� - .��-�C,a4 (iso T— Z C���j ;- 5({8j+ 3o�Z� 14 I -L (4) N0 I4t� 0 2-4' �A- Ll- v nA -7U � JZV • 60 INDEPENDENCE CIRCLE, SUITE 201 • CHICO, CALIFORNIA 95973 • PHONE: (530) 892-1100 • FAX: (530) 892-1115 1,15, -r'-�) BY: J rl I? - DATE: --7117 )OB NO: 2 i 3'Z PAGE j OF VW 1-09+-0214 (91-t) 1&] 4 4) V07-7 [ . 0 2 q ((�®) 13 +° 7. � 3 �--� 01 & (9 I I o0 -- D _ VW _ .�, bZ —S cD 1-G • 60 INDEPENDENCE CIRCLE, SUITE 201 • CHICO, CALIFORNIA 95973 • PHONE: (530) 892-1100 • FAX: (530) 892-1115 L, (rJ re- 5s 19 T w I rzoY16�-1-lo ri BY: DATE: 7 1 ! 7 JOB NO: Z -7 -� 2 - PAGE PAGE. OF I VW -=, 69 C09 Cl 1,z� 9 +-. 0-z-74(llilt) 3,0 C�'`i/A ZA- -t-o p 1 • 60 INDEPENDENCE CIRCLE, SUITE 201 • CHICO, CALIFORNIA 95973 • PHONE: (530) 892-1100 • FAX: (530) 892-1115 Title Block Line 1 Project Title: Pertuit You can change this area Engineer: JMR Project ID: 2732 using the "Settings" menu item Project Descr: P G ` I G and then using the "Printing & Title Block" selection. Title Block Line 6 Printed: 30 JUL 2017.11:5741 Multiple Simple Beam FIe=11SERVER10ffice11PROJE-lM2DO-1127326E-1.EC6 ENERCALC, INC. 1983-2017, Build:10.17.7.24, Ver.10.17.7.24 Description: Roof Beams BM 1 thrum 4 Wood Beam Design: BM 1 Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 BEAM Size: 6x12, Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-10 Load Combinations, Major Axis Bending Wood Species : Douglas Fir- Larch Wood Grade: No.1 Fb - Tension 1,350.0 psi Fc - PHI 925.0 psi Fv 170.0 psi Ebend- xx 1,600.0 ksi Density 31.20 pcf Fb - Compr 1,350.0 psi Fc - Perp 625.0 psi Ft 67551 psi Eminbend - xx 580.0 ksi Applied Loads Beam self weight calculated and added to loads Point: D =1.70, Lr =1.20 k @ 1.50 ft Point: D =1.0, Lr = 0.60 k @ 3.50 ft Point: D =1.0, Lr = 0.60 k @ 5.50 ft Point: D =1.0, Lr = 0.70 k @ 7.50 ft Design Summary Max fb/Fb Ratio = 0.507; 1 fb : Actual : 855.64 psi at 3.513 ft in Span # 1 A> Fb : Allowable: 1,687.50 psi Load Comb: +D+Lr+H --"- Max fv/FvRatio = 0.462: 1 0.101 in Upward L+Lr+S fv : Actual : 98.17 psi at 0.000 ft in Span # 1 2616 >360 Total Defl Ratio Fv: Allowable: 212.50 psi Load Comb: +D+Lr+H Max Reactions (k) 2 L Lr s w E H Left Support 2.52 1.64 Right Support 2.30 1.46 Wood Beam Design: BM 2 _ Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 BEAM Size : 6x12, Sawn, Fully iJnbraced Using Allowable Stress Design with ASCE 7-10 Load Combinations, Major Axis Bending Wood Species : Douglas Fir- Larch Wood Grade: No.1 Fb - Tension 1,350.0 psi Fc - PHI 925.0 psi Fv 170.0 psi Ebend- xx 1,600.0 ksi Density 31.20 pcf Fb - Compr 1,350.0 psi Fc - Perp 625.0 psi Ft 675.0 psi Eminbend - xx 580.0 ksi Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0240, Lr = 0.0180 k/ft, Trib=1.0 ft Point: D = 0.30, Lr = 0.20 k @ 1.50 ft Point: D = 3.60, Lr = 2.0 k @ 1.50 ft Design Summary Max fb/Fb Ratio = 0.400. 1 fb : Actual : 674.72 psi at 1.503 ft Fb : Allowable: 1,687.50 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.506: 1 fv : Actual : 107.58 psi at 0.000 ft Fv: Allowable: 212.50 psi Load Comb: +D+Lr+H Max Reactions (k) D L Lr S Left Support 2.94 1.65 Right Support 1.17 0.65 D 0.0240) Lr.0) in Span # 1 ! ,� -0 018_, i in Span # 1 Al A Max Deflections --- - --- W E H Downward L+Lr+S 0.009 in Downward Total 0.026 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 7159 >360 Total Defl Ratio 2571 >180 Wood Beam Design: BM 3 - _-Calculations - - Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 BEAM Size: 3.5x11.875, VersaLam, Fully Unbraced Using Allowable Stress Design with ASCE 7-10 Load Combinations, Major Axis Bending Wood Species: Boise Cascade Wood Grade: Versa Lam 2.0 2800 West Fb - Tension 2,800.0 psi Fc - PHI 3,000.0 psi Fv 285.0 psi Ebend- xx 2,000.0 ksi Fb - Compr 2,800.0 psi Fc - Perp 750.0 psi Ft 1,950.0 psi Eminbend - xx 1,036.83 ksi Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0240, Lr = 0.0180 kift, Trib= 6.50 ft Unif Load: D = 0.010 ktft, Trib= 4.50 ft Density 41.750 pcf A> 6x12 41. ic Deflections --"- Downward L+Lr+S 0.039 in Downward Total 0.101 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 2616 >360 Total Defl Ratio 1007 >180 _ Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 BEAM Size : 6x12, Sawn, Fully iJnbraced Using Allowable Stress Design with ASCE 7-10 Load Combinations, Major Axis Bending Wood Species : Douglas Fir- Larch Wood Grade: No.1 Fb - Tension 1,350.0 psi Fc - PHI 925.0 psi Fv 170.0 psi Ebend- xx 1,600.0 ksi Density 31.20 pcf Fb - Compr 1,350.0 psi Fc - Perp 625.0 psi Ft 675.0 psi Eminbend - xx 580.0 ksi Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0240, Lr = 0.0180 k/ft, Trib=1.0 ft Point: D = 0.30, Lr = 0.20 k @ 1.50 ft Point: D = 3.60, Lr = 2.0 k @ 1.50 ft Design Summary Max fb/Fb Ratio = 0.400. 1 fb : Actual : 674.72 psi at 1.503 ft Fb : Allowable: 1,687.50 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.506: 1 fv : Actual : 107.58 psi at 0.000 ft Fv: Allowable: 212.50 psi Load Comb: +D+Lr+H Max Reactions (k) D L Lr S Left Support 2.94 1.65 Right Support 1.17 0.65 D 0.0240) Lr.0) in Span # 1 ! ,� -0 018_, i in Span # 1 Al A Max Deflections --- - --- W E H Downward L+Lr+S 0.009 in Downward Total 0.026 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 7159 >360 Total Defl Ratio 2571 >180 Wood Beam Design: BM 3 - _-Calculations - - Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 BEAM Size: 3.5x11.875, VersaLam, Fully Unbraced Using Allowable Stress Design with ASCE 7-10 Load Combinations, Major Axis Bending Wood Species: Boise Cascade Wood Grade: Versa Lam 2.0 2800 West Fb - Tension 2,800.0 psi Fc - PHI 3,000.0 psi Fv 285.0 psi Ebend- xx 2,000.0 ksi Fb - Compr 2,800.0 psi Fc - Perp 750.0 psi Ft 1,950.0 psi Eminbend - xx 1,036.83 ksi Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0240, Lr = 0.0180 kift, Trib= 6.50 ft Unif Load: D = 0.010 ktft, Trib= 4.50 ft Density 41.750 pcf Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Multiple Simple Beam Design Summa 253.56 psi at 2.750 ft in Span # 1 3,500.00 psi Max fb/Fb Ratio = 0.413-1 fb : Actual : 1,444.75 psi at 7.750 ft in Span # 1 Fb: Allowable: 3,500.00 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.226: 1 fv : Actual : Fv: Allowable: 80.59 psi at 14.518 ft in Span # 1 356.25 psi Load Comb: +D+Lr+H Max Reactions (k) D L Lr S w E Left Support 1.65 0.91 Right Support 1.65 0.91 Wood Beam Design: BM 4, BM 5, BM 6, BM 7 Project Title: Pertuit Engineer: JMR Project Descr. Project ID: 2732 � C, Printed: 30 JUL 2017.11:57AM File- 1\SERVER10ffice11 PROJE-112732D0-112732BE-1.EC6 INC. 1983-2017, Build:10.17.7.24, Ver.10.17.7.24 D(0.1,W)O15 8)i 170) 3.5x11.875 - - - -- --� 1.5_5Qft - --- --- Max De ections ---- H Downward L+Lr+S 0.156 in Downward Total 0.441 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 1190 >360 Total Defl Ratio 422 >180 Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 BEAM Size . 3.5x11.875, Vers am, Fully Unbraced - - - ---- -- --- Using Allowable Stress Design with ASCE 7-10 Load Combinations, Major Axis Bending Wood Species: Boise Cascade Wood Grade: Versa Lam 2.0 2800 West Fb - Tension 2,800.0 psi Fc - Prll 3,000.0 psi Fv 285.0 psi Ebend- xx 2,000.0 ksi Density 41.750 pcf Fb - Compr 2,800.0 psi Fc - Perp 750.0 psi Ft 1,950.0 psi Eminbend - xx 1,036.83 ksi Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0240, Lr = 0.0180 k/ft, Trib= 5.50 ft Unif Load: D = 0.010 k/ft, Trib= 3.50 ft Design Summary - - Max fb/Fb Ratio = 0.093-1 fb : Actual: 324.23 psi at 4.000 ft in Span # 1 Fb: Allowable: 3,500.00 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0,085: 1 fv : Actual : 30.23 psi at 0.000 ft in Span # 1 Fv: Allowable: 356.25 psi Load Comb: +D+Lr+H - Max Reactions (k) g L Lr S W E H Left Support 0.72 0.40 Right Support 0.72 0.40 Wood Beam Design : BM 8, BM 9 :stAm size : 3.5x11.875, Ve+fial-am, FL Using Allowable Stress Design Wood Species: Boise Cascade Fb - Tension 2,800.0 psi Fc - Prll Fb - Compr 2,800.0 psi Fc - Perp Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0240, Lr = 0.0180 k/ft, Trib= 9.0 ft Unif Load: D = 0.010 k/ft, Tdb= 7.0 ft Design Summary Max fb/Fb Ratio = 0,072. 1 D(0.1,%8))0990} -- i Al 3.5x11.875 Max Deflections - ---.-- - --- -- -- Downward L+Lr+S 0.009 in Downward Total 0.026 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 10236 >360 Total Defl Ratio 3644 >180 Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Unbraced - - - h ASCE 7-10 Load Combinations, Major Axis Bending Wood Grade: Versa Lam 2.0 2800 West 31000.0 psi Fv 285.0 psi Ebend- xx 2,000.0 ksi 750.0 psi Ft 1,950.0 psi Eminbend - xx 1,036.83 ksi Ib . Actual : Fb: Allowable: 253.56 psi at 2.750 ft in Span # 1 3,500.00 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.083: 1 fv : Actual : Fv: Allowable: 29.51 psi at 4.528 ft in Span # 1 356.25 psi Load Comb: +D+Lr+H Max Reactions (k) D L Lr S W E Left Support 0.82 0.45 Right Support 0.82 0.45 - D(0.21%f (W.1620) _ L3.5x11.875 Mas Deflections H Downward L+Lr+S Upward L+Lr+S Live Load Defl Ratio Density 41.750 pcf 0.003 in Downward Total 0.010 in 0.000 in Upward Total 0.000 in 19250 >360 Total Defl Ratio 6778 >180 Title Block Line 1 You can change this area using the "Settings" menu item and then using the "Printing & Title Block" selection. Title Block Line 6 Multiple Simple Beam Wood Beam Design: BM 1 BEAM Size: 3.5x11.875, VrrsaLam, Fu Using Allowable Stress Design Wood Species: Boise Cascade Fb - Tension 2,800.0 psi Fc - Prll Fb - Compr 2,800.0 psi Fc - Perp Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0240, Lr = 0.0180 kift, Trib= 5.0 ft Unif Load: D = 0.010 k/ft, Trib= 3.0 ft Design Summary Max fb/Fb Ratio = 0.189. 1 Project Title: Pertuit Engineer: JMR Project Descr: Project ID: 2732 -r611 !-1 Printed: 30 JUL 2017. 11:57AA Rle=11SERVERtOfice11PROJE-lV732DO-1127328E-1.EC6 ENERCALC, INC. 1983-2017, Build:10.17.7.24, Ver.10.17.7.24 Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 h ASCE 7-10 Load Combinations, Major Axis Bending Wood Grade: Versa Lam 2.0 2800 West 3,000.0 psi Fv 285.0 psi Ebend- xx 2,000.0 ksi Density 41.750 pcf 750.0 psi Ft 1,950.0 psi Eminbend - xx 1,036.83 ksi fb : Actual: 661.30 psi at 6.000 ft in Span # 1 Fb: Allowable: 3,500.00 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.129: 1 fv : Actual : 45.83 psi at 11.040 ft in Span # 1 Fv: Allowable: 356.25 psi Load Comb: +D+Lr+H Max Reactions (k) D L Lr S w E Left Support 0.97 0.54 Right Support 0.97 0.54 Wood Beam Design: BM 11, BM 12 D(0.1�$Vpd.090) ^e 3.5x11.875 �h ---'2-0 H Downward L+Lr+S 0.043 in Downward Total Upward L+Lr+S 0.000 in Upward Total Live Load Defl Ratio 3336 >360 Total Defl Ratio 0.121 in 0.000 in 1191>180 _ Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 740 BEAM Size: 5.25x11.875, ersaLam, Fully Unbraced — -- Using Allowable Stress Design with ASCE 7-10 Load Combinations, Major Axis Bending Wood Species: Boise Cascade Wood Grade: Versa Lam 2.0 2800 West Fb - Tension 2,800.0 psi Fc - PHI 3,000.0 psi Fv 285.0 psi Ebend- xx 2,000.0 ksi Density 41.750 pcf Fb - Compr 2,800.0 psi Fc - Perp 750.0 psi Ft 1,950.0 psi Eminbend - xx 1,036.83 ksi Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.0240, Lr = 0.0180 kilt, Trib= 5.0 ft Design Summary Max fb/Fb Ratio = 0.301; 1 fb : Actual: 1,054.30 psi at 9.750 ft in Span # 1 Fb: Allowable: 3,500.00 psi Load Comb: +D+Lr+H Max fv/FvRatio = 0.135: 1 fv : Actual: 48.15 psi at 18.525 ft in Span # 1 Fv : Allowable: 356.25 psi Load Comb: +D+Lr+H Max Reactions (k) 2 L Lr S W E Left Support 1.35 0.88 Right Support 1.35 0.88 D(0.120) Lr(0.090) 5.25x11.875 -- �SQ_ft- Max Deflections - H Downward L+Lr+S 0.201 in Downward Total 0.509 in Upward L+Lr+S 0.000 in Upward Total 0.000 in Live Load Defl Ratio 1164 >360 Total Defl Ratio 459 >180 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R -PRF -01 Project Name: Pertuit Residence Calculation Date/Time: 16:21, Fri, Jul 07, 2017 Page 1 of 11 Calculation Description: Title 24 Analysis Input File Name: Clark39.ribdx GENERAL INFORMATION 01 Building Complies with Computer Performance " 01 Project Name Pertuit Residence 03 This building incorporates one or more Special Features shown below 02 Calculation Description Title 24 Analysis 08 Energy Use (kTDV/ft2-yr) 03 Project Location 5809 Eves Lane Compliance Margin Percent Improvement 04 City Chico 05 Standards Version Compliance 2015 06 Zip Code 95928 07 Compliance Manager Version BEMCmpMgr 2013-4b (433) 08 Climate Zone CZ11 09 Software Version EnergyPro 6.8 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 310 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft) 2891 15 Number of Zones 1 16 Slab Area (ft) 0 17 Number of Stories 1 18 Addition Cond. Floor Area N/A 19 Natural Gas Available No 20 Addition Slab Area (ft) N/A 21 Glazing Percentage (%) 15.9% COMPLIANCE RESULTS 01 Building Complies with Computer Performance " 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below This compliance analysis is valid only for permit applications through December 31, 2016 Ib72, Registration Number: 216-N0356221B-000000000-0000 Registration Date/Time: 2017-07-07 16:34:00 21".. ). 1 0 ! ' i inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01212016-433 * %N Q _ H A `1' (i f • 1 ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 49.71 50.49 -.78 -1.6% Space Cooling 47.16 52.54 -5.38 -11.4% IAQ Ventilation .95 .95 .00 0.0% Water Heating 26.17 19.13 7.04 26.9% Photovoltaic Offset ---- .00 .00 --- Compliance Energy Total 123.99 123.11 .88 0.7% Ib72, Registration Number: 216-N0356221B-000000000-0000 Registration Date/Time: 2017-07-07 16:34:00 21".. ). 1 0 ! ' i inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01212016-433 * %N Q _ H A `1' (i f • 1 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Pertuit Residence Calculation Date/Time: 16:21, Fri, Jul 07, 2017 Calculation Description: Title 24 Analysis Input File Name: Clark39.ribdx REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Window overhangs and/or fins HERS FEATURE SUMMARY CF1 R -PRF -01 Page 2 of 11 The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • IAQ mechanical ventilation Cooling System Verifications: • Minimum Airflow • Verified EER • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: • Duct Sealing Domestic Hot Water System Verifications: • --None -- ENERGY DESIGN RATING This is the sum of the annual TDV energy consumption for energy use dbimponentS mgl(36d i6"t116 p8rt'ormance compliance approach fui the Standard Design Building (Energy Budget) and the annual TDV energy consumption for lighting and components not #egulated by Title APant (such a dome5Yic'appliancea and consumer electronics) and accounting for the annual TDV energy offset by an on-site renewable energy system. Reference Energy Use Energy Design Rating Margin Percent Improvement Total Energy (kTDV/f2-yr)' `178.04 174.03 4.01 2.3% includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Pertuit Residence 2891 1 3 1 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 House Conditioned System -11 2891 9.5 DHW Sys 1 Registration Number: 216-N0356221B-000000000-0000 Registration Date/Time: 2017-07-07 16:34:00 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01212016-433 Report Generated at: 2017-07-07 16:22:41 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Pertuit Residence Calculation Description: Title 24 Analysis Calculation Date/Time: 16:21, Fri, Jul 07, 2017 Input File Name: Clark39.ribdx CF1R-PRF-01 Page 3 of 11 OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window & Door Area (ft) Tilt (deg) Front/NW House R-19 Wall1 310 Front 449 100.0051 90 Left/NE House R-19 Wall1 40 Left 467 76 90 Back/SE House R-19 Wall1 130 Back 698 228 90 Right/SW House R-19 Wall1 220 Right 378 85 90 Interior Surface House»Attic House R-19 Wall 177 Roof House R-38 Roof Attic RB 2891 Raised Floor House R-19 Floor Crawlspace 2891 GWaII/NW _Garage_ R-0 Wall 310 Front 225 128 90 GWaII/NE _Garage_ R-0 Wall 40 Left 146 90 GWaII/SW Garage_ R-0 Wall 220 Right 213 90 Interior Wall _Garage_»House R-19 Wall 293 18 GRoof _Garage_ R-0 Roof Attic 595 ATTIC 01 02 0,3-. 04-..,, 05 06 07 08 Name Construction Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic _Garage_ Attic Garage Roof Cons Ventilated 6 0.1 0.85 No No Attic House Attic RoofHouse Ventilated 6 0.1 0.85 Yes No Registration Number: 216-N0356221B-000000000-0000 Registration Date/Time: 2017-07-07 16:34:00 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01212016-433 Report Generated at: 2017-07-07 16:22:41 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Pertuit Residence Calculation Date/Time: 16:21, Fri, Jul 07, 2017 Calculation Description: Title 24 Analysis Input File Name: Clark39.ribdx CF1 R -PRF -01 Page 4 of 11 WINDOWS 01 02 03 04 05 06 07 08 09 10 Name Type Surface (Orientation -Azimuth) Width (ft) Height (ft) Multipli er Area (ft) U -factor SHGC Exterior Shading 3040 Window Front/NW (Front -310) 3.0 4.0 1 12.0 0.32 0.25 Insect Screen (default) Sidelite Window Front/NW (Front -310) .8 4.3 1.002 3.6 0.53 0.67 Insect Screen (default) DR GL Window Front/NW (Front -310) 2.8 4.3 1.004 12.3 0.53 0.65 Insect Screen (default) Sidelite 2 Window Front/NW (Front -310) .8 4.3 1.002 3.6 0.53 0.67 Insect Screen (default) 5050 Window Front/NW (Front -310) 5.0 5.0 1 25.0 0.32 0.25 Insect Screen (default) 3050 Window Front/NW (Front -310) 3.0 5.0 1 15.0 0.32 0.25 Insect Screen (default) 3020 Window Left/NE (Left -40) 3.0 2.0 1 6.0 0.32 0.25 Insect Screen (default) 2650 Window LefUNE (Left -40) 2.5 5.0 1 12.5 0.32 0.25 Insect Screen (default) 6020 Window Left/NE (Left -40) 6.0 2.0 1 12.0 0.32 0.25 Insect Screen (default) 26502 Window Left/NE (Left -40) 2.5 5.0 1 12.5 0.32 0.25 Insect Screen (default) 3060 Window Left/NE (Left -40) 3.0 6.0 1 18.0 0.32 0.25 Insect Screen (default) 30502 Window Left1NF (Left -40) 3,0 5.0 1 15.0 0.32 0.25 Insect Screen (default) 8050 Window Back/SE (Back -130)8 0 5.0 i"1: 40.0 0.32 0.25 Insect Screen (default) 5070 Window Back/SE (Back -130) 5.0 7.0 1 35.0 0.32 0.25 Insect Screen (default) 50702 Window Back/SE (Back -130) 5.0 7.0 1 35.0 0.32 0.25 Insect Screen (default) FR DR Window Back/SE (Back -130) 3.5 8.0 1 28.0 0.53 0.65 Insect Screen (default) 30503 Window Back/SE (Back -130) 3.0 5.0 1 15.0 0.32 0.25 Insect Screen (default) 6050 Window Back/SE (Back -130) 6.0 5.0 1 30.0 0.32 0.25 Insect Screen (default) 30504 Window Back/SE (Back -130) 3.0 5.0 1 15.0 0.32 0.25 Insect Screen (default) 30505 Window Back/SE (Back -130) 3.0 5.0 1 15.0 0.32 0.25 Insect Screen (default) 30506 Window Back/SE (Back -130) 3.0 5.0 1 15.0 0.32 0.25 Insect Screen (default) 30507 Window RighUSW (Right -220) 3.0 5.0 1 15.0 0.32 0.25 Insect Screen (default) 2020 Window RighUSW (Right -220) 2.0 2.0 1 4.0 0.32 0.25 Insect Screen (default) 60202 Window RighUSW (Right -220) 6.0 2.0 1 12.0 0.32 0.25 Insect Screen (default) 20202 Window RighUSW (Right -220) 2.0 2.0 1 4.0 0.32 0.25 Insect Screen (default) 30402 Window RighUSW (Right -220) 3.0 4.0 1 12.0 0.32 0.25 Insect Screen (default) 2040 Window RighUSW (Right -220) 2.0 4.0 1 8.0 0.32 0.25 Insect Screen (default) 30508 Window RighUSW (Right -220) 3.0 5.0 1 15.0 0.32 0.25 Insect Screen (default) 30509 Window RighUSW (Right -220) 3.0 5.0 1 15.0 1 0.32 0.25 1 Insect Screen (default) Registration Number: 216-N0356221B-000000000-0000 Registration Date/Time: 2017-07-0716:34:00 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01212016-433 HERS Provider: CaICERTS inc. Report Generated at: 2017-07-07 16:22:41 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Pertuit Residence Calculation Date/Time: 16:21, Fri, Jul 07, 2017 Calculation Description: Title 24 Analysis Input File Name: Clark39.ribdx CF1 R -PRF -01 Page 5 of 11 DOORS 01 02 03 04 Name Side of Building Area (ft2) U -factor Door FronVNW 28.5 0.50 GarageCarpoor GWall/NW 128.0 1.00 Inc FR V I D E R. Registration Number: 216-NO356221B-000000000-0000 Registration Date/Time: 2017-07-07 16:34:00 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01212016-433 Report Generated at: 2017-07-07 16:22:41 S CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Pertuit Residence Calculation Date/Time: 16:21, Fri, Jul 07, 2017 Calculation Description: Title 24 Analysis Input File Name: Clark39.ribdx CF1 R -PRF -01 Page 6of11 OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Overhang Left Fin Right Fin Window Depth Dist Up Left Extent Right " Extent Flap Ht. Depth Top Up Disti- Bot Up Depth Top Up Dist R Bot Up 3040 2 0.3 2 2 0 0 0 0 0 0 0 0 0 Sidelite 12 1.5 11.5 6.4 0 0 0 0 0 0 0 0 0 DR GL 12 1.5 7.9 7.9 0 0 0 0 0 0 0 0 0 Sidelite 2 12 1.5 6.4 .11.5 0 0 0 0 0 0 0 0 0 5050 2 0.3 2 2 0 0 0 0 0 0 0 0 0 3050 2 0.3 2 2 0 0 0 0 0 0 0 0 0 3020 2 # 0.3 2 2 0 0 0 0 0 0 0 0 0 2650 2 r:: 0.3 2 2 0 0 0 0 0 0 0 0 0 6020 2 ig, F 0.3 2 2 0 0 0 0 0 0 0 0 0 26502 '; 2j' Vi0.32 .r 2 0 0 0 0 0 0 0 0 0 3060�..,.. it.�.2 0:3� - _ 2 2--- --090001, - 0 0 0 0 0 0 .0 0 30502 , 9 �, 1.5 J 8.31N 4 {f9 %M, O; 0 0 IN qrwl 0 0 0 0 0 8050 `..2 7::- -3 2 Tt 12 1„01 1, J Ob.J Of 6" 4 0 0 0 0 0 5070 2 Ox3 "2 C: C7j�2 C V 0-0 -t i 'w, 0r -N r: 0r> 0 0 0 0 0 50702 2 0.3 '2 "2 `"" 0 0 ` 0" ,. 0" 0 0 0 0 0 FR DR 10 1.5 10 3.6 0 0 0 0 0 0 0 0 0 30503 11 1.5 11 8.7 0 0 0 0 0 0 0 0 0 6050 11 1.5 9.3 9.3 0 0 0 0 0 0 0 0 0 30504 11 1.5 8.7 11 0 0 0 0 0 0 0 0 0 30505 2 0.3 2 2 0 0 0 0 0 0 0 0 0 30506 2 0.3 2 2 0 0 0 0 0 0 0 0 0 30507 9 1.5 9 8.3 0 0 0 0 0 0 0 0 0 2020 2 0.3 2 2 0 0 0 0 0 0 0 0 0 60202 2 0.3 2 2 0 0 0 0 0 0 0 0 0 20202 2 0.3 2 2 0 0 0 0 0 0 0 0 0 30402 2 0.3 2 2 0 0 0 0 0 0 0 0 0 2040 2 0.3 2 2 0 0 0 0 0 0 0 0 0 30508 2 0.3 2 2 0 0 0 0 0 0 1 0 0 0 Registration Number: 216-N0356221B-000000000-0000 Registration Date/Time: 2017-07-0716:34:00 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01212016-433 HERS Provider: CaICERTS inc. Report Generated at: 2017-07-07 16:22:41 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD _ CF1R-PRF-01 Project Name: Pertuit Residence Calculation Date/Time: 16:21, Fri, Jul 07, 2017 Page 7 of 11 Calculation Description: Title 24 Analysis Input File Name: Clark39.ribdx 30509 2 0.3 2 2 0 0 0 0 0 0 0 0 0 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 r 07 Total Cavity Winter Design Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers • Inside Finish: Gypsum Board • Cavity/ Frame: no insul. / 2x4 R-0 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. none 0.361 Exterior Finish: 3 Coat Stucco Ceilings (below Inside Finish: Gypsum Board R-0 Roof Attic attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. none 0.481 Cavity/ Frame: no insul. /2x4 • Inside Finish: Gypsum Board • Cavity / Frame: R-19 / 2x6 R-19 Wall Interior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 19 0.067 Other Side Finish: Gypsum Board r Cavity/ Frame: no insul. / 2x4 Top Chrd 2x4 Top Chord of Roof Truss @ 24 Roof Deck. Wood Siding/sheathing/decking Attic Garage Roof Cons Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 Roofing: Light Roof (Asphalt Shingle) ;" w .." . r "' `` • Cavity / Frame: no insul. / 2x4 Top Chrd Attic RoofHouse Attic Ro fs �e Wo d F med Ceilinaym 2x4 Top Chord of Roof, Truss _@ 24 none 0644 Roof Deck: Wood Sidin sheathin deckin Roofing: Light Roof (Asphalt Shingle) g SeTrX � Inside Finish: Gypsum Board Cavity/Flame: R-19 Wall1; Exteri&Walls Wood Framed Wall 2x6 @ Min. O.C. R 19 - 072 R -19/2x6 Exterior Finish: 3 Coat Stucco �' . a a k -' Y �"`• $ Inside Finish: Gypsum Board Ceilings (below Cavity/Frame: R-9.1 /2x4 R-38 Roof Attic RB attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. R 38 0.025 Over Ceiling Joists: R-28.9 insul. • Floor Surface: Carpeted Floors Over Floor Deck: Wood Siding/sheathing/decking R-19 Floor Crawlspace Crawlspace Wood Framed Floor 2x6 @ 16 in. O.C. R 19 0.049 Cavity/ Frame: R -19/2x6 BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required — Registration Number: 216-NO35622IB-000000000-0000 Registration Date/Time: 2017-07-07 16:34:00 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFSR-01212016-433 Report Generated at: 2017-07-07 16:22:41 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Pertuit Residence Calculation Date/Time: 16:21, Fri, Jul 07, 2017 Calculation Description: Title 24 Analysis Input File Name: Clark39.ribdx CF1R-PRF-01 Page 8 of 11 WATER HEATING SYSTEMS 01 01 02 03 04 05 06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) DHW Sys 1 - 1/2 DHW Standard DHW Heater 1 2 .0% WATER HEATERS 01 02 03 04 05 06 07 08 Name Heater Element Type Tank Type Tank Volume (gal) Energy Factor or Efficiency Input Rating Tank Exterior Insulation R -value Standby Loss (Fraction) DHW Heater 1 Propane Small Instantaneous 0 0.8 199000-Btu/hr 0 0 WATER HEATING - HERS VERIFICATION 01 -:02 03 04 05 06 07 Name 4 Pipe Insulation - ::~ Parallel Piping Compact Distribution Point -of Use Recirculation Control Central DHW Distribution DHW Sys 1 - 1/2 Cooling Component 1 HVAC Fan 1 Air Distribution System 1 ' 15 ..fit II It t; AX"E tl -.& it If It fir SPACE CONDITIONING SYSTEMS 01 cp.02S 03> Q V I r04 E 05 06 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name System -11 Other Heating and Cooling System Heating Component 1 Cooling Component 1 HVAC Fan 1 Air Distribution System 1 HVAC - HEATING UNIT TYPES 01 02 03 Name Type Efficiency Heating Component 1 CntrlFurnace - Fuel -fired central furnace 80 AFUE Registration Number: 216-NO35622IB-000000000-0000 Registration Date/Time: 2017-07-07 16:34:00 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01212016-433 Report Generated at: 2017-07-07 16:22:41 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Pertuit Residence Calculation Date/Time: 16:21, Fri, Jul 07, 2017 Calculation Description: Title 24 Analysis Input File Name: Clark39.ribdx CF1R-PRF-01 Page 9 011 HVAC - COOLING UNIT TYPES - 01 02 03 04 05 06 07 Name Verified Airflow Efficiency Verified EER Multi -speed Verified Refrigerant Charge Name System Type EER SEER Zonally Controlled Compressor HERS Verification Cooling Component 1 SplitAirCond 12 14 Not Zonal Single Speed Cooling Component 1 -hers -cool HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Cooling Component 1 -hers -cool Required 350 Required Not Required Not Required FA HVAC - DISTRIBUTION SYSTEMS 'a`r 01 02 E03 R 01 92 03 C: M06 04 05 06 07 Name Duct Leakage Duct Leakage Verification Insulation R -value Duct Location Bypass Duct HERS Verification Air Distribution System 1 DuctsAttic t ' Sealed and tested Deeply Buried Ducts 6 Air Distribution System Attic None y -f1-hers-dist 6.0 Not Required Not Required Not Required HVAC DISTRIBUTION - HERS VERIFICATION �4ria� a W as ii M� 01 02 E03 R -' 04 V� 05 Lo# C: M06 07 08 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low -leakage Air Handler Air Distribution System 1 -hers -list Required 6.0 Not Required Not Required Not Required Not Required — HVAC -FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1 -hers -fan HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficiency (Watts/CFM) HVAC Fan 1 -hers -fan Required 0.58 Registration Number: 216-N0356221B-000000000-0000 Registration Date/Time: 2017-07-07 16:34:00 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01212016-433 Report Generated at: 2017-07-07 16:22:41 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Pertuit Residence Calculation Date/Time: 16:21, Fri, Jul 07, 2017 Calculation Description: Title 24 Analysis Input File Name: Clark39.ribdx CF1 R -PRF -01 Page 10 of 11 IAQ (Indoor Air Quality) FANS 01 02 03 04 05 06 Dwelling Unit IAQ CFM IAQ Watts/CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 58.91 0.25 Default 0 Required 0 Registration Number: 216-N0356221B-000000000-0000 Registration Date/Time: 2017-07-07 16:34:00 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01212016-433 Report Generated at: 2017-07-07 16:22:41 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Pertuit Residence Calculation Date/Time: 16:21, Fri, Jul 07, 2017 Calculation Description: Title 24 Analysis Input File Name: Clark39.ribdx CF1 R -PRF -01 Page 11 of 11 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: ��XX Anna �atce Donna Wallace Company: Signature Date: Donna K. Wallace 2017-07-07 16:32:21 Address: CEA/HERS Certification Identification (If applicable): 399 E. 9th Ave. n/a City/State/Zip: Phone: Chico, CA 95926 530-893-4982 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. I am eligible under Division 3 of the Business.and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 'k 3. The building design features or system design%f ture aentified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and,specifications submitted tie enforceme% ageencyrfor approval.wit this building permit application. Responsible Designer Name:ReSponstble Dgsigner Signature: . A0W Donald Clark f Company: =^ Date Signed: "` Designs By Donald J. Clark 201 7 01, 0716:34:00 Address: License: 121 Yellowstone Dr. n/a City/State/Zip: Phone: Chico, CA 95973 530-345-8989 Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration _ Provider responsibility for the accuracy of the information. Registration Number: 216-NO35622IB-000000000-0000 Registration Date/Time: 2017-07-07 16:34:00 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01212016-433 13 p HERS Provider: CaICERTS inc. Report Generated at: 2017-07-07 16:22:41 • s , 2013 Low -Rise Residential Mandatory Measures Summary NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the rmmnlinnre nnnrnnrh Diced Frrentinnc mnv annly Review the re.cnertive rnde.certinn fnr mnre infnrmntinn Building Envelope Measures: § 110.6(a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. § 110.6(a)5: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient SHGC , and infiltration that meets the requirements of § 10-1 1 l (a). § 110.7: Exterior doors and windows are weatherstripped; all joints and penetrations are caulked and sealed. § 110.8(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on the CF2R. § 110 8(i): The thermal emittance and aged solar reflectance values of the cool roofing material meets the requirements of § 1 10.8(i) when the installation of a cool roof is specified on the CFI R. § 110.80): A radiant barrier shall have an emittance of 0.05 or less when the installation of a radiant barrier is specified on the CF 1 R. Minimum R-30 insulation in wood -frame ceiling; or the weighted average U -factor shall not exceed 0.031. Minimum R-19 in a § 150.0(a): rafter roof alteration. Attic access doors shall have permanently attached insulation using adhesive or mechanical fasteners. The attic access shall be gasketed to prevent air leakage. ' § 150.0(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -value. § 150.0(c): Minimum R-13 insulation in 2x4 inch wood framing wall or have a U -factor of 0.102 or less (R-19 in 2x6 or 0.074 maximum U - factor). § I50.0(d): Minimum R-19 insulation in raised wood -frame floor or 0.037 maximum U -factor. In Climate Zones 14 and 16 a Class Il vapor retarder shall be installed on the conditioned space side of all insulation in all exterior §150.0(g)l: walls, vented attics and unvented attics with air -permeable insulation. In Climate Zones 1-16 with unvented crawl spaces the earth floor of the crawl space shall be covered with a Class I or Class II § 150.0(g)2: vapor retarder. In a building having a controlled ventilation crawl space, a Class I or Class II vapor retarder shall be placed over the earth floor of § I50.0(g)3: the crawl space to reduce moisture entry and protect insulation from condensation, as specified in the exception to Section 150.0(d). § 150.0(1): Slab edge insulation shall: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3%; have water vapor permeance rate is no greater than 2.0 perm/inch, be protected from physical damage and UV light deterioration; and when installed as part of a heated slab floor meets the requirements of § 110.8 150.0 § (q)' Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors shall have a maximum U- factor of 0.58; or the weighted averse U -factor of all fenestration shall not exceed 0.58. Fireplaces, Decorative Gas Appliances and Gas Log Measures: §150.0(e)IA: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e) I B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight -fitting damper or a combustion -air control device. §150.0(e)1C: Masonry or factory -built fireplaces have a flue damper with a readily accessible control. § 150.0(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside of the building, are prohibited. Space Conditioning, Water Heating and Plumbing System Measures: §110.0-§ 110.3: HVAC equipment, water heaters, showerheads, faucets and all other regulated appliances are certified to the Energy Commission. §1 10.3(c)5: Water heating recirculation loops serving multiple dwelling units meet the air release valve, backflow prevention, pump isolation valve, and recirculation loop connection requirements of § 1 10.3(c)5. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appli- § 110.5: antes without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool and spa heaters. § I50.0(h)1: Heating and/or cooling loads are calculated in accordance with ASHRAE, SMACNA or ACCA using design conditions specified in § 150.0(h)2. § 150.0(h)3A: Installed air conditioner and heat pump outdoor condensing units shall have a clearance of at least five feet from the outlet of any dryer vent. § I50.0(i): Heating systems are equipped with thermostats that meet the setback requirements of § 110.2(c). § 150.06)1 A: Storage gas water heaters with an energy factor equal to or less than the federal minimum standards shall be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. §150.00)1B: Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, have R-12 external insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. For domestic hot water system piping, whether buried or unburied: the first 5 feet of hot and cold water pipes from the storage tank, all piping with a nominal diameter of 3/4 inch or larger, all piping associated with a domestic hot water recirculation system § 150.00)2A: regardless of the pipe diameter, piping from the heating source to storage tank or between tanks, piping buried below grade, and all hot water pipes from the heating source to kitchen fixtures must be insulated according to the requirements of TABLE 120.3- A. § 150.0(j)2B: All domestic hot water pipes that are buried below grade must be installed in a water proof and non -crushable casing or sleeve that allows for installation, removal, and replacement of the enclosed pipe and insulation. 2013 Low -Rise Residential Mandatory Measures Summary § 150.00)2C: Pipe for cooling system lines shall be insulated as specified in § 150.00)2A. Piping insulation for steam and hydronic heating systems or hot waters stems with pressure > 15 psig shall meet the requirements in TABLE 120.3-A. -. § 150.00)3: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. . Insulation exposed to weather shall either be rated for outdoor use or installed with a cover suitable for outdoor service. For § 150.06)3A: example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation protected as specified or painted with coating that is water retardant and provides shielding from solar radiation that degrades the material. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space shall have a Class I § 150.06)3B: or Class II vapor retarding facing, or the insulation shall be installed at the thickness that qualifies as a Class I or Class 11 vapor retarder. Systems using gas or propane water heaters to serve individual dwelling units shall include: a 120V electrical receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the § 150.0(n)1: space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the installed water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu/hr. § I50.0(n)2: Recirculating loops serving multiple dwelling units shall meet the requirements of § 110.3(c)5. § 150.0(n)3: Solar water -heating systems and collectors shall be certified and rated by the Solar Rating and Certification Corporation (SRCC) or by a testing agency approved by the Executive Director. Ducts and Fans Measures: All air -distribution system ducts and plenums installed are sealed and insulated to meet the requirements of CMC §601.0, §602.0, §603.0, §604.0, §605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Supply -air and retum-air ducts and plenums are insulated to a minimum installed level of R-6.0 (or higher if required by CMC §605.0) or enclosed entirely in directly conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8). Connections of metal ducts and inner core of Flexible ducts are mechanically fastened. Openings shall be sealed § 150.0(m)l : with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181 A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than ''A inch, the combination of mastic and either mesh or tape shall be used. Building cavities, support platforms for air, handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying . conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. Factory -Fabricated Duct Systems shall comply with specified requirements for duct construction, connections, and closures; joints § I50.0(m)2: and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. § I50.0(m)3-6: Field -Fabricated Duct Systems shall comply with requirements for: pressure -sensitive tapes, mastics, sealants, and other requirements specified for duct construction; duct insulation R -value ratings; duct insulation thickness; and duct labeling. § 150.0(m)7: All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or automatic dampers. § I50.0(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers except combustion inlet and outlet air openings and elevator shaft vents. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not § 150.0(m)9: limited to the following: insulation exposed to weather shall be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. §150.0(m)10: Flexible ducts cannot have porous inner cores. When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts shall be § 150.0(m)11: sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal §150.0(m)12:" conditioning component, except evaporative coolers, shall be provided with air filter devices that meet the requirements of - §150.0(m)12. Space conditioning systems that utilize forced air ducts to supply cooling to an occupiable space shall have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the supply plenum. The § I50.0(m)13: space conditioning system must also demonstrate airflow > 350 CFM per ton of nominal cooling capacity through the return grilles, and an air -handling unit fan efficacy:5 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Zonally controlled central forced air cooling systems shall be capable of simultaneously delivering, in every zonal control mode, §150.0(m)15: - an airflow from the dwelling, through the air handler fan and delivered to the dwelling, of > 350 CFM per ton of nominal cooling capacity, and operating at an air -handling unit fan efficacy of <_ 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. All dwelling units shall meet the requirements of ASHRAE Standard 62.2. Neither window operation nor continuous operation of § 150.0(0): central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing the Whole Building Ventilation. §I50.0(o)lA: Whole Building Ventilation airflow shall be confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Pool and Spa Heating Systems and Equipment Measures: Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency § 1 10.4(a): Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and shall not use electric resistance heating. 2013 Low -Rise Residential Mandatory Measures Summary - § 110.4(b)1: Any pool or spa heating equipment shall be installed with at least 36 inches of pipe between filter and heater or dedicated suction and return lines, or built-up connections for future solar heating. § 110.4(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. § 110.4(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or pro- grammed to run only during off-peak electric demand periods. § 110.5: Natural gas pool and spa heaters shall not have a continuous burning pilot light. § I50.0(p): Residential pool systems or equipment shall meet specified pump sizing, flow rate, piping, filters, and valve requirements. Lighting Measures: § 110.9: All lighting control devices and systems, ballasts, and luminaires shall meet the applicable requirements of § 110.9. § 150.0(k) I A: Installed luminaires shall be classified as high -efficacy or low -efficacy for compliance with § 150.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-13, as applicable. § 150.0(k)I B: When a high efficacy and low efficacy lighting system are combined in a single luminaire, each system shall separately comply with the applicable provisions of § 150.0(k). The wattage and classification of permanently installed luminaires in residential kitchens shall be determined in accordance with § 150.0(k) I C: § 130.0(c). In residential kitchens, the wattage of electrical boxes finished with a blank cover or where no electrical equipment has been installed, and where the electrical box can be used for a luminaire or a surface mounted ceiling fan, shall be calculated as 180 watts of low efficacy lighting er electrical box. § 150.0(k) I D: Ballasts for fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no § 150.0(k) I E: more than 5 watts of power per luminaire or exhaust fan as determined in accordance with § I30.0(c). Night lights do not need to be controlled by vacancy sensors. § I50.0(k)I F: Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) shall meet the applicable requirements of § 150.0(k). § I50.0(k)2A: High efficacy luminaires must be switched separately from low efficacy luminaires. §I50.0(k)2B: Exhaust fans shall be switched separately from lighting systems. § I50.0(k)2C: Luminaires shall be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. § 150.0(k)2D: Controls and equipment are installed in accordance with manufacturer's instructions. § 150.0(k)2E: No control shall bypass a dimmer or vacancy sensor function if the control is installed to comply with § I50.0(k). § 150.0(k)2F: Lighting controls comply with applicable requirements of § 110.9. An Energy Management Control System (EMCS) may be used to comply with dimmer requirements if: it functions as a dimmer § 150.0(k)2G: according to § 110.9; meets Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5; and all other requirements in § 150.0(k)2. An Energy Management Control System (EMCS) may be used to comply with vacancy sensor requirements of § 150.0(k) if: it § 150.0(k)2H: functions as a vacancy sensor according to § 110.9; meets Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5; and all other requirements in § 150.0(k)2. §150.0(k)21: A multiscene programmable controller may be used to comply with dimmer requirements of this section if it provides the functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in § 150.0(k)2. § 150.0(k)3A: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. Kitchen lighting includes all permanently installed lighting in the kitchen except internal lighting in cabinets that illuminate only § I50.0(k)3B: the inside of the cabinets. Lighting in areas adjacent to the kitchen, including but not limited to dining and nook areas, are considered kitchen lighting if they are not separately switched from kitchen lighting. § 150.0(k)4: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. § I50.0(k)5: A minimum of one high efficacy luminaire shall be installed in each bathroom; and all other lighting installed in each bathroom shall be high efficacy or controlled by vacancy sensors. §I50.0(k)6: Lighting installed in attached and detached garages, laundry rooms, and utility rooms shall be high efficacy luminaires and controlled by vacancy sensors. § I50.0(k)7: Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high efficacy, or shall be controlled by either dimmers or vacancy sensors. Luminaires recessed into ceilings shall: be listed for zero clearance insulation contact (IC) by Underwriters Laboratories or other nationally recognized testing/rating laboratory; have a label that certifies that the luminaire is airtight with air leakage less than 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283; be sealed with a gasket or caulk between the luminaire housing § 150.0(k)8: and ceiling, and shall have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk; and allow ballast maintenance and replacement without requiring cutting holes in the ceiling. For recessed compact fluorescent luminaries with ballasts to qualify as high efficacy for compliance with § 150.0(k), the ballasts shall be certified to the Energy Commission to comply with the applicable requirements in § 110.9. For single-family residential buildings, outdoor lighting permanently mounted to a residential building or other buildings on the same lot shall be high efficacy, or may be low efficacy if it meets all of the following requirements: i. Controlled by a manual ON and OFF switch that does not override to ON the automatic actions of Items ii or iii below; and § I50.0(k)9A: ii. Controlled by a motion sensor not having an override or bypass switch that disables the motion sensor, or controlled by a motion sensor having a temporary override switch which temporarily bypasses the motion sensing function and automatically reactivates the motion sensor within 6 hours; and iii. Controlled by one of the following methods: 2013 Low -Rise Residential Mandatory Measures Summary a. Photocontrol not having an override or bypass switch that disables the photocontrol; or b. Astronomical time clock not having an override or bypass switch that disables the astronomical time clock, and which is programmed to automatically turn the outdoor lighting OFF during daylight hours; or c. Energy management control system which meets all of the following requirements: At a minimum provides the functionality of an astronomical time clock in accordance with § 110.9; meets the Installation Certification requirements in § 130.4; meets the requirements for an EMCS in § 130.5; does not have an override or bypass switch that allows the luminaire to be always ON; and, is programmed to automatically turn the outdoor lighting OFF during daylight hours. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site shall comply with one of the § 150.0(k)9B: following requirements: i. Shall comply with § I50.0(k)9A; or ii. Shall comply with the applicable requirements in § 110.9, § 130.0, 130.2, 130.4, 140.7 and § 141.0. § 150.0(k)9C: For low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by § I50.0(k)9B or 150.0(k)9D shall comply with the applicable requirements in § l 10.9, § 130.0, § 130.2, § 130.4, § 140.7 and § 141.0. § 150.0(k)9D: Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site shall comply with the applicable requirements in § 110.9 130.0, § 130.2, § 130.4, § 140.7 and § 141.0. §150.0(k)10: Internally illuminated address signs shall comply with § 140.8; or shall consume no more than 5 watts of power as determined according to § 130.0(c). § I50.0(k)1 I : Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for nonresidential garages in § 110.9, § 130.0, § 130. 1, § 130.4, § 140.6, and § 141.0. In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of § 150.0(k)12A: the floor area, permanently installed lighting for the interior common areas in that building shall be high efficacy luminaires or controlled by an occupant sensor. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building shall: § 150.0(k)12B: i. Comply with the applicable requirements in § 110.9, § 130.0, § 130. 1, §140.6 and § 141.0; and ii. Lighting installed in corridors and stairwells shall be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors shall be capable of turning the light fiilly On and Off from all designed paths of ingress and egress. Solar Ready Buildings: Single family residences located in subdivisions with ten or more single family residences and where the application for a § 110.10(a)1: tentative subdivision map for the residences has been deemed complete, by the enforcement agency, on or after January 1, 2014, shall comply with the requirements of § 110.10 through § 110.10 e . 110.10(a)2: Low-rise multi -family buildings shall comply with the requirements of § 110.10 through 110.10(d). The solar zone shall have a minimum total area as described below. The solar zone shall comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area shall be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for § 110.10(b)1: buildings with roof areas greater than 10,000 square feet. For single family residences the solar zone shall be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi -family buildings the solar zone shall be located on the roof or overhang of the building or on the roof or overhang of another structure located within 250 feet of the building or on covered parking installed with the building project and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area. § 110.10(b)2: All sections of the solar zone located on steep -sloped roofs shall be oriented between 110 degrees and 270 degrees of true north. § 110.10(b)3A: No obstructions, including but not limited to, vents, chimneys, architectural features, and roof mounted equipment, shall be located in the solar zone. Any obstruction, located on the roof or any other part of the building that projects above a solar zone shall be located at least twice § 110.10(b)3B: the distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane. § 110.10(b)4: For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. The construction documents shall indicate: a location for inverters and metering equipment and a pathway for routing of conduit § 110.10(c): from the solar zone to the point of interconnection with the electrical service (for single family residences the point of interconnection will be the main service panel); a pathway for routing of plumbing from the solar zone to the water -heating system. § 110.10(d): A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through § 110.10(c) shall be provided to the occupant. § 110.10(e)1: The main electrical service panel shall have a minimum bulbar rating of 200 amps. The main electrical service panel shall have a reserved space to allow for the installation of a double pole circuit breaker for a § 110.10(e)2: future solar electric installation. The reserved space shall be: positioned at the opposite (load) end from the input feeder location or main circuit location, and permanently marked as "For Future Solar Electric". 4-116_ Le�, ■ c r r ■ i7' a" 5HEAR WALL 5GHEDULE SMEAR WALL As' Z� & 6E15MIC - PLF 260 350 490 WIND - PLF 335 485 600 3/8" PLYWOOD C D X C D X C D X or EXT. 055 1,2 1 - 5IDE 1 - SIDE 1 - 6IDE EDGE NAILING 4 Sd e 6" Me 4"' ad 6 3" 3 FIELD NAILING 4 86 m 12" ad tv 12" ad -0 12" 51LL PLATE 1 1/2" 1 1/2" 1 1/2" THICKNE55 TRU55 TO PLATE 5 SIMP, N-1 SIMP, N-1 SIMP, 1-I-1 ANCHOR BOLT (o 5/8" a 52" 5/8" s 3(o" 5/8" 9 14" 5PACING 1/2" 36" 1/2" 6 24" 1/2" 6 10" NOTE5 : 1) OVER DOUGLAS FIR STUDS 9 16" 0/C , 2) ALL PANEL EDGE5 BLOCKED w/ 2x FRAMING . U,O,N, 3) VERTICAL FRAMING FOR EDGE NAILING 9 ABUTTING PANELS TO BE 44 P05T or 2-2x STUDS w/ 2-ROW5 1(od SINKERS 6 12" 0/C FULL HEIGHT , 4) IF NAIL GUN 15 USED , NAIL5 TO HAVE A FULL HEAD . 5) TO BE INSTALLED 9 EACH END OF EACH TRUSS, (o) ANCHOR BOLT WASHERS TO BE 3" 50, x 1/4" THICK STEEL PLATE, ■ ■ ■ o v �A P-Qj /gyp CV O � v r_ O o PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES Q) REVIEWED FOR v CODE COMPLIANCE DATE ��% - Z� ^/2 BY GOUE ANANLY515 APPLICABLE CODES- 2013 CBC, CRC, CMC CPC, CEG CFC, CEnC, Ca, Green BC. 4 -I�t TITLE 24 ENERGY CODE BUILDING USE RESIDENCE OCCUPANCY GROUP - R3 RESIDENCE TYPE OF CONST, V -B o Q) a) FIRE SPRINKLERS REQUIRED - SEPARATE PERMIT Q NO, OF STORIES 1 Q) s � Q) OUS = 2891 GARAGE 5p5 DRAWN J D J G REAR PATIO - ��� � �. DATE FRONT PORCH = 141$ JOB NAME FE:RTUIT RES, SHEET PLAN 28V 5Q.- FTt_ ■ ■ OF r✓' SHEETS ■ >r = ;r~ U o 0 � U rn -V z .. 0 6� � O� 0 � Qj Q M �1 Q) Q o v �A P-Qj /gyp CV O � v r_ O o PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES Q) REVIEWED FOR v CODE COMPLIANCE DATE ��% - Z� ^/2 BY GOUE ANANLY515 APPLICABLE CODES- 2013 CBC, CRC, CMC CPC, CEG CFC, CEnC, Ca, Green BC. 4 -I�t TITLE 24 ENERGY CODE BUILDING USE RESIDENCE OCCUPANCY GROUP - R3 RESIDENCE TYPE OF CONST, V -B o Q) a) FIRE SPRINKLERS REQUIRED - SEPARATE PERMIT Q NO, OF STORIES 1 Q) s � Q) OUS = 2891 GARAGE 5p5 DRAWN J D J G REAR PATIO - ��� � �. DATE FRONT PORCH = 141$ JOB NAME FE:RTUIT RES, SHEET PLAN 28V 5Q.- FTt_ ■ ■ OF r✓' SHEETS ■ ■ ■ P., A 0 56TB20 14' 4" SEE SNT. 05 FOR STAIR FOUNDATION i FRAMING 3 3 12' 8" 6, 0" 12'611 8' 1 1/16" 3' 10 9/16" 6' 0" toLTJI O b Ftl F-17 56TB20 2' 6" 30,0 18' 0" 15,0 55T520 O 55TB20 p #- U � 0 m � w o z a- ry PROVIDE 24"x 30, o ACCE55 O � Ft -1 %Sj 11-771 Ftl Lp z 1 TENSION O o _ o PROVIDE 24"x 30" N X z - - 6-1 DEVICE ACCESS a TYP. of 4 55T520 n 56TB20 _ q 3 u 15' 10 3 1.0 F±1 11-771 32" 50, x 12" W/ 4 - *4 E. W, 16' 0" 6' 0.. 6" 1, o /): 6 0 �4 55TB20 - - o U � 0 3 z - �� 3 0- O O N 51MILAR-TYP, w n �55TB20 u 56TB20 3 11011 3 0 51MILAR W/ U �, TRIPLE BLKG, 3 T e FLOOR J5T5, 3 4x6 GIRDER - TYP, 3FFi7l ri - 2'x 8'x 18" DEEP o FOOTING �► 1. 0.. 6' 0.. 1. 0.. 0 v 55TB20 X o o 51MILAR 3 55T820� �.SiEeC FOUNDATION NOTE5 1, ALL EXTERIOR 5LA55 TO HAVE 2% MIN, SLOPE AWAY FROM STRUCTURE , AND "3 BARS 6 24" 0/C E, W, 2, CONCRETE 5U5 -CONTRACTOR TO VERIFY ALL DIMEN51ON5 BETWEEN FOUNDATION PLAN 1 FLOOR PLAN PRIOR TO POURING CONCRETE, 3, 5U5 GRADE TO BE SATURATED W/ WATER TO A DEPTH OF 12" TO 18" PRIOR TO POURING CONCRETE, 4, GARAGE 5LA5 TO HAVE TOOLED JOINTS OR CRACK CONTROL 5TRIP5, 51 PROVIDE 6 MIL, VAPOR BARRIER W/ 6" MIN, JOINT LAPS BETWEEN 5UB GRADE 1 4" GONG, 5LA5 1 COVER W/ A MINIMUM OF 2" OF SAND, A5 PER 2013 CRC SECT, R506,2,3 6, 5EE DETAIL 5/5-1 FOR 5TEPPED FOOTING5, 26' 6'I 14" SQ, x 12" 5'0" 0/C W/ PRE -CAST GONG, PIER 44 GIRDER P05T\ TYP, of '-tJ 56TB20 T 1 3 3 3 - 28" 50, x 12" o W/4 -#4E. W, 11-77 SIMILAR PROVIDE 3 - 2x6 2 FLOOR J015T5 OVER FOOTING 3 55TB20 55TI520 4" GONG, 5LA5 W/ - o #324" 0/C E, W, o Nt d O COLUMN PAD TO FINISH' 4" 1 0° 8" ABOVE GRADE x 18" 1' 0" 1'411 DEEP W/ 10-1/2"x 12" A, B. 2' 4" \ 10' 0" 14' 8" 12' 8'• 2' 4" U 2 o 3 N 28" 5Q, x 12" 55TB20 W/ 4 - 14 E. W, 6' 2�� I 4 C, U, 5LAB 411 CONC, SLAB w/ #3 24 O/C E, W, 55T520 PERmq #- - NT SERVICES Q 0LIT(E COUNTY DEV'-- R co REVIEWE .,ODE COMP NCE 0 p v o u- 55TB20 --(1 3 51MILAR 1 - I cv 3 I n, 55TB20 56TB20 0 -d- L--- — —— o - <r v 0 6" 16 4.. 6" 24 11,4„ 24.. 22' 011 I SHEAR WALL 2x6 16° 0/C PLAST, 51DINGy PLYW'D. E, N, 1 L510 - SEE SHEAR SPLICE -----WALL FOR SPACING E. N z SHEAR 1 2x6 Q 16" 0/C WALL TO MATCH i 3" 5Q, x 1/4" ABOVEI WASHER 2x6 P. T, H, F, 51LL E, N, I W/ 1/2" DIA, x 12" A, B, z 6 0" 0/C - U, 0, N, WEEP 5CREED "4 TOP BOTTOM Of (bu S 11 �, SHEAR WALL N � N U O 12le 11 u, o, N, FOOTING I PLASTER SIDING - 2x6 16 0/C 4" GONG, SLAB W/ FLASHING 3" 5Q, x 1/4" VEKWASHER 2x6 P, T, H, F, 5ILL COMPACTED p W/ 1/2" DIA, x 12" A, B, ell FILL 6'0" 0/C - U, 0, N, Of N, G, 4 HORIZ, 6 12" 0/C #4 VERT, 9 12" 0/C X .4 2n 00, O M I. S'I QII aII Ile o O O #4 BOX 10 12" 0/C M p p 6 - #4 HORIZ, 2411 00 FOOTING C2 PLASTER 3" 50, x 1/4" WASHER 2x6 P, T, H, F, 51LL 1 u W/ 1/2" DIA, x I' A, B, ell 0/C - U, 0, N. I } 4" GONG, SLAB E. N, WEEP 5CREED Nk BASE "4 TOP 1 BOTTOM � U - O 211 n II 211 L7 01 1211 FOOTING , FOUNDATION PLAN, 1/411=1'011 DRAWN ■ DJC DATE JOB NAME: }=>ERTUIT RETS. 61-IEET ■ ■ OE � SHEETS ■ O U � 6� `p L 6� Will; v � L � v #, V 0 . U 0 O _Q11 � U 111 � L Q� o� o Q)kn 111 U � m 'd) Q) O Q- 61 Q ■LQ) ■ DRAWN ■ DJC DATE JOB NAME: }=>ERTUIT RETS. 61-IEET ■ ■ OE � SHEETS ■ 1— O L v O O #, V � U �o Qj 111 � o Q)kn 111 U 'd) Q) DRAWN ■ DJC DATE JOB NAME: }=>ERTUIT RETS. 61-IEET ■ ■ OE � SHEETS ■ ■ Lk Al I" 1Z A" PARTIAL FOUND. PLAN_ 1 11 U2(o HANGER 6 MIL. ACRYLIC OVER METAL LATH 2x14 STRINGER 3/4" PLYWID, 9 16II 0/C 2x4 m 1611 0/C 4" CONC, SLAB 2x4 P.T.D.F, w/ SHOT PINS - TYP. 2x4 6 16 0/C 5ECTION 2x8 LEDGER Lu/ 3-IbdIV EA. STUD 2x6 9 1611 0/C C 1141 _ 11011 3" SQ, x 1/411 WASHER 2x4 P. T, H, F, SILL w/ 1/211 DIA, x 12" A, B, @ 6'O" 0/C - U, 0, N, 4313 0 0 TYP, 0 2 - #4 TOP 4 BOTTOM 1811 FOOTING 4211 HI, 61 GUARDR. PICKETS TYP, 6LANI) 5INK VENTING DIAGRAM COMPLY w/ CPC SECTION We TILE SHINGLES ,t,4t,t,t,t,t,t•�, �, �,r,r,r,r,r,r,r•r,., r,.; ■,.,r,r,r,r,r,r,r,r,r,r,r, r, r,r,r,r,r,r,r,r,r, r, r,.r,., ,.,r,r,4r,t•4t,t, r,r,.,.,r,r,t,t,r,r,r,r,r,r,4r;••r,r,r,44t,t,r,t,r,t,4t,t,r,r,r,r,r,t,44t,t,•,r,r,., .r,r•4•.r,r,r,t.•.4,t,r,r,r,r,r,r,r,r, r•r•..r•t•t,t•r•r•r•r•r,r,4t,r,•:-•.r.444t.4444r.4r,r,r•r•r•r,•,4•.•.4r: •••r,r, .,4t,t,t,t,t,t,r•t,t,tr,r,t,t,t,t,t,t,t,t,••t,t,t,t,►,t,t,4►,t,t,t•t•t•r•r•4444•N: •t.r••.•- _.,4•4r�t4j41,4r,rr•,44r4,r4,r,4r,r,t,t,4'.•.4rNNN.NMNNNNN:.•N.g.44t4N4• t,•.i g4g4444t,44x,444x,rNNNNNNNNN•r•4tNNNNNNNN,44r,4r,r•t,44ry444tNNNNNNNNNNN.4tH.444•"-4+NNNNNNN,tNN,•NNNNNNNNr.44U•NN• _.,ri4r,r•4UU44444r•r•r•rN•r•4r•4tNWrN•r•4444tH.444444tNNN•rNNNNNNNW444•,444•.44441.444►ir, •N,44444rNNNNNNN,4tNNNN,. 445444•_ ,g44t,�,�,t,44tH,g41NNNN,44rNW4444r•44441NNN,441NN,4rN•4hh1N.441NN.�NNNNNNNNN, 4INNN,1NN,r,,; 444444444444r,44r,,,4r,4. 44r,r,r, r,i � .N.U444r•44444444►,r•r•rN.441NN,441NNN.4U4441NNNN,44444rNNN,h4444444444444444r,444444t,t,t, •NNNNNN,4INN•rt�NNNNNN,4 t•rNNNN ............................................................................................................................................................... .r.r.r.r.l.r.r.r.r.r. r. r. ■. ■.r.r.r.r.r. .........� -' El El d d ii "-:i i moa ------------------------------------------------------------------------------- GUARDP057 TYP, EXTERIOR PLASTER 3611x 45" UNDER FLOOR ACCESS IGHT- 1/a 11 = I, 011 42" HI, STEEL GUARDRAIL w/ PICKET5 is 4" 0/C TYP, FLOOR ACCE55 4.. 1 1 1/811=I,O11 SIMP, CLIP - 5EE SHEAR WALL SCHEDULE 1 3/411 x 1/2" CROWN STAPLE 6 3" O/C \. E, N, E. N.� SHEAR WALL 6HEAR IDTLIP 8d g 6" 0/C -, u LSlO g 16" 0/C \\ LM`J E. N.� SHEAR WALL 5HEAR IDTLO 16d -S 3" 0/0 E. N SHEAR WALL SHEAR DTLIF 2x6 6 16" 0/C cl PLYW'D. 16d 311 0/C SPLICE N-7- �Tl E. N, PLATE LINE SHEAR WALL 2x6 1' 1611 0/C 5HEAR IDTL.. *(0 ad 9 6" 0/C TO 1/2" IGNITION 2x4 50LID BLKG, RE515TANT ONLY 9 SHEAR MATERIAL WALL tv ALL EAVE5 3/4" DIA, 1/211 DIA, SCHED. 40 SCHED, 40 FURNACE = BTU BLACK IRON PIPE BLACK IRONIOOK PIPE 1" DIA, 51MP, H1 CLIP SCHED. 40 41 12' 10' 29 BLACK IRON 12' TRU55E5 PIPE 2x6 @ 16" 0/C 31 10, F/P = 40K BTU 51011 �RANGE IS 26 = 14K BTU W/H = 200K BTU 3/411 DIA, 3/4 DIA. SCHED, 40 6-556CHED. 40 BLACK IRON PIPE I" DIA. BLACK IRON SCHED, 40 PIPE BLACK IRON W/H = 200K BTU 916,11-4 PIPE REGUTATOR 401 TO L/P TANK UP CCAS FIFE D 614,000 TOTAL PROP05ED BTUs PROPOSED PIPE CAL05, i r 80'± of I" DIA, SCHED, 40 BLACK IRON PIPE, 54'± of 3/411 DIA, SCHED, 40 BLACK IRON PIPE. 40'± of 1/2" DIA, SCHED, 40 BLACK IRON PIPE, o FLOOR ACCE55 4.. 1 1 1/811=I,O11 SIMP, CLIP - 5EE SHEAR WALL SCHEDULE 1 3/411 x 1/2" CROWN STAPLE 6 3" O/C \. E, N, E. N.� SHEAR WALL 6HEAR IDTLIP 8d g 6" 0/C -, u LSlO g 16" 0/C \\ LM`J E. N.� SHEAR WALL 5HEAR IDTLO 16d -S 3" 0/0 E. N SHEAR WALL SHEAR DTLIF 2x6 6 16" 0/C cl PLYW'D. 16d 311 0/C SPLICE N-7- �Tl E. N, PLATE LINE SHEAR WALL 2x6 1' 1611 0/C 5HEAR IDTL.. *(0 ad 9 6" 0/C TO 1/2" IGNITION 2x4 50LID BLKG, RE515TANT ONLY 9 SHEAR MATERIAL WALL tv ALL EAVE5 DRAG TRU55 2x FACIA - GUTTER PRE-CA5T 51MP, H1 CLIP E. N, TYP, 6 ALL CoNC. CAP----- TRU55E5 2x4 6 24" 0/C 2x6 @ 16" 0/C 2x6 6 1611 0/C CONT, VENT EXT, PLASTER SHEAR WALL na SHEAR DTL, TILE 5HINGLE5 TYP, WEEP 5CREED - 411 MIN, FROM EARTH 4 211 FROM SLAB - TYP. EXTERIOR PLA5TER REAR 1/811=1,011 ROOF NOTES FRONT_ I/all = I, 011 ATTIC; VENT C;ALC;5.. 1, ROOF PLYWOOD TO BE 1/2" CDX w/ TECH SHIELD 50% OF REQD, VENTING TO BE IN THE UPPER PORTION OF ATTIC RADIANT BARRIER or EQ, 4 1 3/411 x 1/211 CROWN (UPPER PORTION 15 3'0" MIN, ABOVE THE SAVE VENTS,) STAPLES -0 6" / 1211 0/C , STAPLE CROWNS TO BE ATTIC = 3950 5Q, FT, : 300 :13.1(o SQ, FT, :.1 = 18,80 5Q, FT, IN LINE w/ FRAMING MEMBERS , TOTAL REQUIRED VENTING 2, NAIL ROOF 5HTG, INTO DRAG TRUSSES w/ PROVIDE 9,40 5Q, FT, OF HIGH DORMER VENTS ad e 611 0/0 OVER FULL LENGTH OF TRUSS, PROVIDE 9,40 50, FT, OF 4 WIDE CONTINUOU5 SAVE VENT IN EXTERIOR PLASTER 50FF1T, 3, PROVIDE H1 CLIP -0 EACH END OF ALL TRUSSES, 4, FA5TENER5 FOR ROOF COVERING TO BE CORRO51ON RE515TANT , CRC 1501 5, ALL TOP PLATE 5PLICE6 TO HAVE 12 - 16d ON EACH 51DE OF SPLICE, % DRAG TRU55 TG12 \ 11' ^ IIA11 01 Ar= III 0 3/411 PLATE PERMIT #�--- BUM COUNTY DEVELOPMENT SERVICES R VIEWE0 FOR CODE COMPLIANCE DATE V Z5- l� - -/Z ___._ __----BY ROOF PLAN I I V J/ n' S' 0 3/411 PLATE III 0 3/4" PLATE /D5C5 TRU56 TO TOP PL. - - ---------------- PRE-CA5T 0 CoNC. CAP----- (P `a � (P �l- O EXTERIOR PLA5TER REAR 1/811=1,011 ROOF NOTES FRONT_ I/all = I, 011 ATTIC; VENT C;ALC;5.. 1, ROOF PLYWOOD TO BE 1/2" CDX w/ TECH SHIELD 50% OF REQD, VENTING TO BE IN THE UPPER PORTION OF ATTIC RADIANT BARRIER or EQ, 4 1 3/411 x 1/211 CROWN (UPPER PORTION 15 3'0" MIN, ABOVE THE SAVE VENTS,) STAPLES -0 6" / 1211 0/C , STAPLE CROWNS TO BE ATTIC = 3950 5Q, FT, : 300 :13.1(o SQ, FT, :.1 = 18,80 5Q, FT, IN LINE w/ FRAMING MEMBERS , TOTAL REQUIRED VENTING 2, NAIL ROOF 5HTG, INTO DRAG TRUSSES w/ PROVIDE 9,40 5Q, FT, OF HIGH DORMER VENTS ad e 611 0/0 OVER FULL LENGTH OF TRUSS, PROVIDE 9,40 50, FT, OF 4 WIDE CONTINUOU5 SAVE VENT IN EXTERIOR PLASTER 50FF1T, 3, PROVIDE H1 CLIP -0 EACH END OF ALL TRUSSES, 4, FA5TENER5 FOR ROOF COVERING TO BE CORRO51ON RE515TANT , CRC 1501 5, ALL TOP PLATE 5PLICE6 TO HAVE 12 - 16d ON EACH 51DE OF SPLICE, % DRAG TRU55 TG12 \ 11' ^ IIA11 01 Ar= III 0 3/411 PLATE PERMIT #�--- BUM COUNTY DEVELOPMENT SERVICES R VIEWE0 FOR CODE COMPLIANCE DATE V Z5- l� - -/Z ___._ __----BY ROOF PLAN I I V J/ n' S' 0 3/411 PLATE III 0 3/4" PLATE /D5C5 TRU56 TO TOP PL. so m 0 (P `a � (P O i r O o #, v T 0 � U � � -m Q) U � v L n � � �Q O 0 � 6p uQ) - ^, cfJ 0 3 0 � Q O S p � - Q) a so m ■ DRAWN DJC DATE: JOB NAME: PERTUIT RE5. 51NEET 4 ■ ■ OF 5 514EET5 ■ O � O i r O o #, v � v �Q O uQ) - ^, U Q) ■ DRAWN DJC DATE: JOB NAME: PERTUIT RE5. 51NEET 4 ■ ■ OF 5 514EET5 ■ ■ GENERAL NOTES 1) PANELS FROM M IN SERVICE E R CE ALL LEADERS TO BE 412 6 2x4 WALLS 4 64 23) BATH RM, EXHAUST FANS TO BE "ENERGY 45) THE GROUND IMMEDIATELY ADLACENT TO THE 54) THE FIREPLACE FLUE TO FINISH A MIN, OF 2'0" SINGLE CONCENTRATED LOAD OF 200 lbs, APPLIED IN ANY DIRECTION @ ANY POINT ALONG D, F, *1 9 2x(o WALLS, - U, 0, N, THAN 30" IN DEPTH, WIDTH 4 HEIGHT SPACE STAR" COMPLIANT 4 TO BE DUCTED TO BE FOUNDATION SHALL BE SLOPED AWAY FROM HIGHER THAN ANY PORTION OF THE ROOF or 2) CONTRACTOR TO FOLLOW ALL OF 2013 CALGreen SURFACES TO EXTEND TO A HEIGHT OF NOT 5" DIA, FLEX DUCT - 10' MAX, LENGTH AND THE BLDG, 6 A SLOPE OF NOT LE55 THAN 6" BUILDING 10'0" AWAY, THE FLUE TO BE A MIN, 51) A STATED PROPANE GAS PIPING AS PER 2013 ENCSED PLUMBER TO INSTALL THE LIQUID PR RESIDENTIAL MANDATORY MEASURES , TOP 4 BOTTOM CLR. TERMINATE OUTSIDE THE BUILDING 4 TO WITHIN THE FIRST 10 0 (5% SLOPE), AS PER OF 3'01' ABOVE THE HIGHEST POINT WHERE THE 10) ALL EXTERIOR OPENINGS ,INTERSECTIONS CHAPTER 4 , APPROVED, 12 BE CONTROLLED BY A HUMIDITY CONTROL 2013 CRC SECTION R4013 , FLUE PASSES THRU THE ROOF, CRC R1003,9, 3) FIXTURES, LAMPS HOLDERS 4 OUTLETS TO BE 20) ADHESIVES , SEALANTS , CAULKS , PAINT CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO SO%. 46) LIGHT FIXTURES IN WET LOCATIONS TO BE "SUITABLE 55) THE GABLE ATTIC VENTS 4 FOUNDATION VENTS TO BE FULLY COVERED w/ METAL WIRE MESH or 11) ALL EXHAUST FANS (INCLUDING RANGE HOOD) SECURELY SUPPORTED, A FIXTURE WEIGHING TRU55 24" 0/C AS PER 2013 CGBS 4,506, LABELED, FOR WET LOACTION5", NONCOMBUSTIBLE MATERIAL w/ A MIN, OF 1/16"4 12) PROVIDE R-19 INSULATION FOR EXTERIOR MORE THAN (6) POUNDS OR EXCEEDS 16" IN ANY DIMENSION SHALL NOT BE SUPPORTED 24) MAX, FLOW RATES FOR PLUMBING FIXTURES : LIGHT FIXTURES IN DAMP LOCATIONS t0 BE LABELED, SUITABLE FOR DAMP LOCATIONS", AMAX, OF 1/8" OPENINGS AS PER CRC R321,61 BY THE SCREW SHELL OF A LAMP HOLDER. TOILETS : 1,6 GPM , 5HWR, HEADS : 2,5 GPM AS PER 2013 GEC ART, 410,10(A), 5(o) EAVE VENTS TO RE615T THE INTRUSION OF ACCORDANCE w/ CRC R602,(o , OUTLET BOXES SHALL NOT BE USED AS THE 28 64 HDR, LAUNDRY FAUCETS : 2,2 GPM , 4 41) ALL PLYWOOD SUB -FLOOR TO BE GLUED 4 FLAMES 4 BURNING EMBERS AS PER OF 24" , NAIL w/ 8 - 16d ON EA, 51DE OF JOINT SOLE SUPPORT FOR CEILING (PADDLE) FANS, Q] SINK FAUCETS : 2,5 GPM , SCREWED TO THE FLOOR JOISTS, CRC321,63, EXCEPTION 01 4 ASTM E288(o, 4) BATH RM, TO BE SERVED BY A SEPARATE 25) ALL EXTERIOR OUTDOOR LIGHTS SHALL BE 48) WINDOWS TO EXTEND 1" MAX, FOR 1/8" THICK 51) ROOF GUTTERS t0 PREVENT THE ACCUMULATION 1(o) ANNULAR SPACES AROUND PIPES , CABLES , 20 AMP, BRANCH CIRCUIT, THIS CIRCUIT TO 6' HIGH EFFICACY LUMINARIES or LOW EFFICACY 3 -COAT EXTERIOR PLASTER. OF LEAVES 4 DEBRIS, EXT, WALLS TO BE PROTECTED FROM RODENT SERVE NO OTHER OUTLETS, 2x(o 6 16" O/C (INCANDE5ENT) LUMINARIES CONTROLLED BY A 5) BATH 02 EXHAUST FAN TO DOUBLE AS THE MANUAL-ON/OFF SWITCH w/ A PHOTOCELL 4 49) ALL STAIR HANDRAILS TO BE INSTALLED AS PER y Ilk Z "WHOLE -BLDG. EXHAUST FAN" 4 TO BE 15 -fm MOTION SENSOR, 2013 CRC R311,1,8,1 4 ,2 , �� HANDRAILS TO BE 34 to 38 ABOVE THE STAIR m ff Lu/ b" DIA, SMOOTH DUCT - 145' MAX, LENGTH , 26) DRYER VENT DUCT TO BE A MIN, 4° DIA, TO TREAD NOSING. FAN TO BE RATED 9 1 - SONE , FAN SWITCH TO THE OUTSIDE 4 EQUIPPED W/ A BACK DRAFT HANDRAILS TO HAVE A MIN, OF 1,5" CLEAR BE LABELED , WHOLE BUILDING VENTILATION DAMPER , RLOMO WALL IT 15 T0, _ FAN SHOULD OPERATE WHENEVER THE HOME11 21) PROVIDE SEPARATE GROUND WIRE TO ALL HANDRAISPACE BE CONTINUOUHE S, UNDER FLOOR VENT GALC5, 15 OCCUPIED, A A NT AN NEL (o) ALL LIGHTING TO BE 100% HIGH EFFICACY , P A5 PER 2013 CEC ART, 250-32, 50) ALL GUARDRAILS TO BE INSTALLED TO RESIST A UNDER FLOOR : 3502 SQ, FT, 0 150 : 23,35 5Q, FT, o ,1 : 33,36 5Q, FT, 1) ATTIC MOUNTED F, A, U,'s TO HAVE NOT LE55 28) ALL EXTERIOR RECPTACLES MUST BE WATER SINGLE CONCENTRATED LOAD OF 200 lbs, APPLIED IN ANY DIRECTION @ ANY POINT ALONG TOTAL REQUIRED LIVING AREA VENTING . THAN 30" IN DEPTH, WIDTH 4 HEIGHT SPACE PROOF/ GFCI PROTECTED. AS PER 2013 CEC THE TOP AS PER 2013 CBC 1601,A,8,1,1, PROVIDE 51 - 14"x 6" FOUINDATION VENTS EQUALLY SPACED PROVIDED FOR IN TRUSSES 815, 516 4 D02, D02A ART, 210,52 (E) (1) 4 210,8 , SURFACES TO EXTEND TO A HEIGHT OF NOT AROUND THE STRUCTURE , IN TRU56 CALC5, w/ 6" MIN, SIDE CLR, 4 2" MIN, 29) AFCI PROTECTION IS READ, THROUGHOUT THE 51) A STATED PROPANE GAS PIPING AS PER 2013 ENCSED PLUMBER TO INSTALL THE LIQUID PR PROVIDE AT LEAST ONE UNDER -FLOOR VENT 3' FROM EACH CORNER TOP 4 BOTTOM CLR. DWELLING AS PER 2013 CEC ART 91012 (A) CPC CHAPTER 12 TABLES 1216 2(1) THRU 1216 2(34) OF THE BUILDING, 8) FIRE SPRINKLER PLANS ARE A DEFERRED ALL 120V SINGLE PHASE 15 4 20AMP, BRANCH B) EXT, WINDOWS -TESTED TO MEET PERFORMANCE SUBMITTAL, TO BE 5UMITTED PRIOR TO ROUGH CIRCUITS SUPPLYING OUTLETS TO BE 52) BATHTUB 4 SHOWER FLOOR 4 WALLS ABOVE FRAMING INSPECTION, PROTECTED BY A LISTED ARC -FAULT BATHTUB w/ SHOWER HEADS 4 SHOWER 9) PROVIDE ON J05 SITE ADDRESS NUMBERS INTERRUPTER , COMBINATION TYPE INSTALLED COMPARTMENTS TO BE FINISHED w/ NON,485OR5ENT SURFACE, SUCH WALL PLAINLY V1515LE 4 LEGIBLE FROM THE PUBLIC t0 PROVIDE PROTECTION TO THE BRANCH SURFACES TO EXTEND TO A HEIGHT OF NOT STREET , NUMBERS TO CONTRAST w/ THEIR CIRCUIT , INCLUDING LIGHTS , RECEPTACLES , LE55 THAN 6' ABOVE THE FLOOR, BACKGROUND 4 TO BE A MIN, OF 4" HIGH W/ 4 SMOKE DETECTORS , ACCEPTABLE TO THE ENFORCING AGENCY , A MIN, STROKE WIDTH OF 1/2" . 30) ALL 125Y SINGLE PHASE, 15 4 20AMP, 53) WOOD BURNING FIREPLACE TO BE EPA 10) ALL EXTERIOR OPENINGS ,INTERSECTIONS RECEPTACLES SHALL BE LISTED AS TAMPER APPROVED, 12 4 ATTACHMENTS AS LISTED IN CRC R103,8 AS PER 2013 CEC (01R TO BE HAVE CORROSION -RESISTANT QE51S40� 12RECEPTICALES 20) ADHESIVES , SEALANTS , CAULKS , PAINT FLASHING , 31) PROVIDE A MIN, OF (1) 20AMP, RECEPTACLE APPROVED 6 40) APPROVED F, A, U, TO 5E IN ATTIC W/ 22 x 30 11) ALL EXHAUST FANS (INCLUDING RANGE HOOD) IN LAUNDRY AREA , AS PER CEC 210,52 F , TRU55 24" 0/C TO HAVE A BACK DRAFT DAMPER, CGBS 4,504 , PROVIDE 30 5Q, SOLID PLATFORM IN FRONT OF s 1/0"x 111/8" v -LAM BM. 12) PROVIDE R-19 INSULATION FOR EXTERIOR 32) PROVIDE A MIN, OF (2) 20AMP, SMALL WALLS. AND R-38 IN THE ATTIC, APPLIANCE BRANCH CIRCUITS EVENLY PROPORTIONED IN THE KITCHEN, PANTRY, 13) DRILLING 4 NOTCHING STUDS TO BE IN DINING or 51MILAR AREAS TO SERVE ALL WALL ACCORDANCE w/ CRC R602,(o , 4 FLOOR RECEPTACLES, SUCH CIRCUITS SHALL 28 64 HDR, 14) DOUBLE TOP PLATES TO HAVE A MIN, LAP LAVE NO OTHER OUTLETS PER 2013 CEC FACIA 412 HDR. -4 OF 24" , NAIL w/ 8 - 16d ON EA, 51DE OF JOINT ART, 210,52(8) , Q] U, 0, N, , LAP PLATES g INTERSECTIONS 4 33) BOND ALL METAL GAS 4 WATER PIPES 2x4 � 16° o/c CORNERS, TO GROUND ,ALL GROUND CLAMPS TO �� LAUNDRY HALL 1/2 5, 15) PROVIDE FIRE BLOCKING AS PER CRC R302,11 , BE AN APPROVED TYPE 4 ACCESSIBLE , o 1(o) ANNULAR SPACES AROUND PIPES , CABLES , 34) PROVIDE ER05ION CONTROL 4 STORM 6' CONDUITS , or OTHER OPENINGS IN PLATES 6 WATER POLLUTION PREVENTION MEASURES � EXT, WALLS TO BE PROTECTED FROM RODENT DURING CONSTRUCTION , 2x(o 6 16" O/C PASSAGE BY CLOSING OPENINGS AS PER CG55 SECTION 4,40(o . 35) WATER HEATER TO HAVE 11) MATERIAL FOR EXTERIOR WILDFIRE EXPOSURE : A) CATEGORY 3 or 4 VENT, or a "5" VENT y Ilk Y i rru=ki 3/4" T* PLYWOOD TO BE GLUED 4 SCREWED TO FLR, JOISTS - TYP, 21 w/ STRAIGHT PIPE BETWEEN THE OUTSIDE 4x6 GIRDER-TYP, 2x60 16" O/c AS PER 2013 CRC SEC T 3 , R , A) DECKING - LIGHT WEIGHT CONCRETE, TERMINATION 4 THE SPACE WHERE THE B) EXT, WINDOWS -TESTED TO MEET PERFORMANCE WATER HEATER IS INSTALLED, 4x4 PoSr TYP, REQUIREMENTS of 5FM STANDARD 12 - 1A - 2 , 5) GAS SUPPLY LINE w/ A CAPACITY OF s C) EXT, SIDING - 3 -COAT 1/8" EXT, PLASTER , LEAST 200,000 BTU / HR, D) EXT, DOOR5-TE5TED TO MEET PERFORMANCE 3(o) ALL HOSE 51855 (EXCEPT CLOTHES WASHER REQUIREMENTS of SFM STANDARD 12 - 1A - 1 . CONNECTION) TO HAVE ANTI -SIPHON DEVICE . E) UNDER EAVE - 3 -COAT 3/411 EXT, PLASTER SOFFIT , 31) LAUNDRY RM, OUTLETS TO BE SERVED BY 18) AT THE TIME OF FINAL INSPECTION , AN LEAST (1) 20AMP, BRANCH CIRCUIT, THI5 5ECTION OPERATION 4 MAINTENANCE MANUAL , CIRCUIT TO SERVE NO OTHER OUTLETS, ACCEPTABLE TO THE ENFORCING AGENCY , 38) SMOKE ALARMS TO BE DIRECT WIRED TO BLDG, 1/4�� TO BE PROVIDED TO THE OWNER PER w/ BATTERY BACKUP 4 INTERCONNECTED TO CGBS 4,410 , ALL OTHER ALARMS , AS PER CRC R314 , 19) MECHANICAL DUCT OPENINGS 4 OTHER 39) CAR50N MONOXIDE ALARMS TO BE DIRECT RELATED OPENINGS TO BE COVERED WIRED TO BLDG, w/ BATTERY BACKUP 4 DURING CONSTRUCTION PER CGBS 4.504,1 , INTERCONNECTED TO ALL OTHER C, M, ALARMS, 20) ADHESIVES , SEALANTS , CAULKS , PAINT AS PER CRC R315 , 12 STAINS , AER050L PAINTS , CARPET 440) APPROVED 6 40) APPROVED F, A, U, TO 5E IN ATTIC W/ 22 x 30 RESILIENT FLOORING TO COMPLY w/ VOC ATTIC ACCESS 4 24" WIDE SOLID WALKWAY FROM 4 OTHER TOXIC COMPOUNDS LIMITS PER ATTIC ACCESS TO F,A,U, NOT TO EXCEED 20' LG, aclA CGBS 4,504 , PROVIDE 30 5Q, SOLID PLATFORM IN FRONT OF s 1/0"x 111/8" v -LAM BM. 2U MOISTURE CONTENT OF BLDG, MATERIALS SERVICING LOCATIONS PROVIDE A PERMANENT - 2x6 m 16" O/C_ TRU55 6 24" 0/C USED IN WALLS 4 FLOOR FRAMING 15 NOT 120V RECEPTACLE 4 LIGHT FIXTURE NEAR THE O 2x4 16" 0/C 2x4 9 16" 0/C 2x4 9 16" OC TO BE ENCLOSED IF THE FRAMING MEMBERS F,A,U, LOCATION, THE SWITCH CONTROLLING THE 6x12 HDR. EXCEED n% M015TURE CONTENT AS REQD, LIGHT FIXTURE TO BE LOCATED s THE ENTRANCE BY CGBS 4,505 , TO THE WALKWAY, AS PER CMC 304,4,4, CRPROVIDE 103 EZ TERIER PLASTER SIDING A5 PER 41) GFCI REQD, FOR ALL 12 -VOLT RECEPTACLES, "o +� PORCH ENTRY o HALL ) EXTERIOR CEMENT PLASTER TO BE A MIN, 42) PLUMBING FIXTURES WILL COMPLY w/ CA, CO 0 0 OF 3 -COATS APPLIED OVER METAL LATH or-coSENATE BILL 401 , FOR THE INSTALLATION o WIRE FABRIC LATH 4 NOT LESS THAN 2 -COATS OF WATER CONSERVING FIXTURES, APPLIED OVER MASONRY, 45) A MIN, OF 2(o GA, GALVANIZED WEEP SCREED 43) THE BUILDER SHALL INSTALL A NORMAL I" INSIDE or PLASTIC WEEP 5GREED w/ A MIN, 3,5" VERT, DIAMETER, LISTED RACEWAY TO ACCOMIDATE A ATTACHMENT FLANGE TO BE INSTALLED or DEDICATED 206/240 VOLT BRANCH CIRCUIT, BELOW THE FOUNDATION PLATE LINE ON THE THE RACEWAY SHALL ORIGINATE IN THE MAIN EXTERIOR STUD WALLS AS PER ASTMC926�� OR SUB -PANEL, 4 WILL TERMINATE INTO A LISTED WEEP SCREED TO BE PLACED A MIN, of 4 BOX � THE PURPOSED SITE OF AN ELECTRIC ABOVE EARTH or 2" ABOVE PAVEMENT 4 MUST VEHICLE CHARGER, THIS AND ALL ADDITIONAL ALLOW TRAPPED WATER TO DRAIN TO THE SPECS, OF THE CA, GREEN BLDG, STANDARDS EXTERIOR OF THE BUILDING, THE WEATHER SECTION 4,106,4,1 SHALL BE MET, RESISTANT BARRIER TO LAP OVER THE 44) THE SERVICE or SUB -PANEL CIRCUIT DIRECTORY ATTACHMENT FLANGE, THE EXTERIOR LATH TO SHALL IDENTIFY THE OVERCORRECT DEVICE COVER 4 TERMINATE ON THE WEEP SCREED SPACE(5) AS RESERVED FOR FUTURE ELECTRIC ATTACHMENT FLANGE, VEHICLE CHARGING AS "EV CAPABLE", THE 5ECTION "WHERE PLASTIC 15 APPLIED OVER WOOD BASED RACEWAY TERMINATION LOCATION SHALL BE SHEATHING TO INCLUDE A WATER -RESISTIVE PERMANENTLY 4 VISIBLY MARKED AS, VAPOR -PERMEABLE BARRIER THAT IS @ LEAST "EV CAPABLE" 1/4" = 1' 0�� EQUAL TO 2 - LAYERS OF GRADE 11 D11 PAPER, ■ 4x6 GIRDER-TYP. -44 POST-TYP - ENERGY REQUIREMENT5 : COMPLY w/ THE CA, ENERGY COMMI510N5 CERTIFICATE of COMPLIANCE ON TITLE 24 FORM CF -1R, REQD. SPECIAL FEATURES 1) CEILING HAS HIGH LEVEL OF INSULATION (R-38), 2) WINDOW OVERHANGS and/or FINS. HERS FEATURE SUMMARY : BLDG, -LEVEL VERIFICATIONS: 1) IAQ MECHANICAL VENTILATION COOLING SYSTEM VERIFICATIONS. COOLING SYSTEM VERIFICATIONS: 1) MINIMUM AIR FLOW, 2) VERIFIED EER. 3) FAN EFFICACY WATTS/CFM, HVAC DISTRIBUTION SYSTEM VERIFICATIONS: 1) DUCT SEALING. DOMESTIC; HOT WATER SYSTEM VERIFICATIONS: 1) NONE, ROOF SHEATHING 1) TECH SHIELD RADIANT BARRIER or EQUAL, FAMILY 3/4" T4G PLYWOOD TO BE GLUED 4 SCREWED TO FLR, J015TS 2x6 9 16" 0/C 64 HDR, DINING 2x6 9 16" 0/C 2x6 m 16" 0/C 2x6 Q 16" 0/C 3" WASHER 4" CONC, SLAB 2x6 P, T, L, F. SILL Lu/ 1/2" DIA, x 12" A, 5, 6'0" 0/C - U, 0, N, COMPACTED O FILL 4 x 24"x 24" HOOK N, G, 24" 0/C #4 HORIZ, -0 12" 0/C X 2nge_#4 VERT, 6 12" 0/0 CLR, `Q O 0 0 0 `4 BOX X12"O/C MI ? p 6 - 04 HORIZ, 2411 1/2" PLYWD. w/ TECH SHIELD RADIANT BEARIER 4 13/4" x 1/2" CROWN STAPLES 6 6" / 12" 0/C FOoTING UNBLOCKED 12 \�6 5 1/8"x II l/8" VERSA -LAM BM. 7 - 2x8 FACIA 2x4 iv 16" 0/C FDATIO 42" HI, STEEL RAILING: TOP RIPPED 2x8 9 16" 0/C lW6 Pt"C-4x6 GIRDER 2x10 LEDGER 44 P05T w/ 2 - 3/8"x 3" LAC: SCREWS 9 24" 0/C 2x(o 9 16" 0/C TOP OF SLOPE 1/2" PLYWD, w/ TECH SHIELD RADIANT BEARIER 4 13/4" x 1/2" CROWN STAPLES g 6" / 12" 0/C UNBLOCKED PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES 2x8 REVIEWED FOR 64 HDR.*2x4 FACIA CODE COMPLIANCE g 16" 0/CDATEJr' Z 1� BY PATIO PRE -CAST CONC. CAP 6 MIL, ACRYLIC ` OVER METAL LATH /TOP RIPPED 2x10 9 16" 0/C 2x6 g 16" 0/C T4G PLYWOOD TO BE I Ila /GLUE1/4" TOP RIPPED 28 9 L6" 0/C 14x6 GIRDER 4x6 GIRDER 2x6 6 16" 0/C 2x10 LEDGER w/ 2 - 3/8"x 3 LAG 44 P08T SCREWS is 24" 0/0 L44 P05T 2x(o 6 16" 0/C ■ -42" HI, STEEL RAILING v � DRAUJN D J C DATE: nrT _ ?1117 JOB NAME: FERTUIT RETS. SHEET ■ ■ OF r✓- SHEETS ■ O v � O U r_ � v v o Ui � U U � � Q] 'm � v O L L � Q � u .. Z � m ff � Oto 3 _ M Q) a - D1 Q -42" HI, STEEL RAILING v � DRAUJN D J C DATE: nrT _ ?1117 JOB NAME: FERTUIT RETS. SHEET ■ ■ OF r✓- SHEETS ■ O O U r_ #, U Ui � U Q] O L � � u ff -42" HI, STEEL RAILING v � DRAUJN D J C DATE: nrT _ ?1117 JOB NAME: FERTUIT RETS. SHEET ■ ■ OF r✓- SHEETS ■ GENERAL CONDITIONS: 1-1 All work shall be in conformance with the 2013 CBC and applicable Municipal, State, Federal, and OSHA Safety regulations. 1-2 The drawings represent the finished structure. The Builder is responsible for the methods of construction including forming, shoring, bracing, etc. The Builder shall provide all measures necessary to protect people and property during construction. 1-3 The Builder is responsible for obtaining all necessary approvals and permits from all governing agencies. All work is subject to Building Department field inspector's approval. If a certificate of occupancy is not obtained by the owner for this project, then the engineer assumes no liability for this structure. 1-4 The Builder shall verify all dimensions, details and job site conditions prior to commencing work and notify the Engineer in writing of any discrepancies before purchasing materials or scheduling labor. 1-5 Should any changes be made from the design as specified in these drawings without written approval from the Engineer, then the Engineer will assume no responsibility for any element of the structure. 1-6 Additional plans that may be included with this plan set (site plan, electrical, plumbing, HVAC) are by others. The builder is responsible for coordinating and ensuring accuracy of plans by others. 1-7 The Builder is responsible for preventing water infiltration into the building through the roof, walls, or floor. The owner is responsible for maintaining all systems designed to prevent moisture from entering the building. The Builder is also responsible for preventing water condensation inside the building cavities including but not limited to the roof, walls, and floors. 1-8 The builder or owner shall determine if the structure is in a flood plain & notify the engineer in writing if it is. The structure is not designed to resist the effects of flooding. 1-9 If certain features of the structure are not fully shown or detailed on the plans, their construction shall be of similar character to conditions shown on the plans 1-10 All sheets that contain engineering requirements included in this plan set must be wet signed and stamped by the engineer to be valid. 1-11 Any conditions noted as existing must be field verified by the contractor and any discrepancies must be brought to the attention of the engineer prior to continuing with construction. FOUNDATION / SITE WORK: 2-1 The Builder is responsible for locating all buried objects that may be encountered but that are not shown on these plans. The foundation is designed to be placed on a level pad on undisturbed and non -expansive soil. The Builder shall notify the Engineer in writing if any unusual soil conditions such as organic soils, clay, or uncertified fills are found at the site. The engineer has not made a geotechnical review of the site u.o.n.. 2-2 All excavations shall be inspected and approved by the Building Official before concrete is poured. Engineered fill may be used as existing grade provided compaction tests are presented to the Engineer indicating a minimum compaction of 90% relative compaction per ASTM D 1557. Fill material shall be free from debris, vegetation, and other foreign substances. All excavations, grading and fills shall conform with 2013 CBC 1804. Footings shall extend into firm native soil with a footing depth below frostline 12" min. U.O.N. 2-3 The owner is responsible for providing geo-technical report to builder and engineer if one exists. 2-4 The bottom of all footings shall be clean and level. 2-5 Builder is responsible for providing drainage behind all retaining walls such that water can not accumulate behind walls. A minimum of 4" diameter perforated pipe sloped to daylight shall be used U.O.N. on plans. The builder is responsible for providing waterproofing and damp proofing for all walls per 2013 CBC 1805. 2-6 All finished grade shall slope at a minimum slope of 2% away from all foundations a minimum of 10 feet. 2-7 The builder shall be responsible for locating and securing in place all anchor bolts, holdown anchors, post bases, plumbing and other embedded objects prior to placement of concrete. 2-8 Anchor bolts shall be F1554 Grade 36 U.O.N. Bolts are to be a minimum of 1/2" 0 with 7" minimum embedment into concrete and spaced at 6' o.c. maximum U.O.N. Anchor bolts shall be placed 7 -bolt diameters min./12" max. from each end of sill plate with a minimum of two anchor bolts per sill plate. All anchor bolts shall have 3"x 3"x .229" thick washers refer to "Shear Wall" schedule for additional anchor bolt requirements. 2-9 For retrofit anchor bolts install TITEN HD (by Simpson) 1/2" 0 w/ 3-1/4" min. embedment or 5/8" 0 W/ 3-3/4" embedment. Install per manufacturer's recommendations. Direct 1:1 replacement with washer per typical anchor bolt. 2-10 Foundations supporting wood shall extend at least 8 inches above the adjacent finished grade. Individual concrete or masonry piers shall project at least 8 inches above exposed ground unless the columns or posts that they support are of approved wood of natural resistance to decay or treated wood is used. 2-11 Footings placed on or adjacent to slopes must comply with figure 1808.7.1 of the 2013 CBC. A geotechnical engineer must approve footing placements in violation of this figure. This engineer shall not be liable for any foundation placed in violation of this section. CONCRETE: 3-1 All concrete shall have a minimum f'c = 3,000 psi after 28 days curing unless otherwise noted. 2,500 psi used for design, so no -615/A 615M -04a, Grade special inspection is required. for #4 bars and smaller and Grade 60 for #5 3-2 Materials used to produce concrete, concrete itself and testing shall comply with applicable standards listed in ACI 318. Aggregate size ANSI/AITC A190.1-1983 shall be a maximum of 1-1/2" in foundations and 3/4" at all other locations. Gravel or sand base shown 3-3 Curing compound shall be sprayed on all exposed surfaces immediately after final troweling. 3-4 All cement used shall conform to ASTM C-150-04 and shall be Type II or Type III low alkali. 3-5 Concrete exposed to freezing or thawing shall be protected in accordance to the latest edition of the ACI code and CBC Section 1904. 3-6 Vibrate concrete around all bolts, rebar and surfaces. Construction joints shall be clean and wet prior to pouring concrete. 3-7 All projecting corners of slabs, beams, columns, etc. shall be formed with a 3/4" chamfer, unless specifically noted otherwise. 3-8 Calcium chloride admixtures or chloride -based admixtures shall not be used. free draining aggregate base compacted to a minimum REINFORCING STEEL IN CONCRETE: provided by others. 4-1 Reinforcing steel shall conform to the provisions of ASTM A -615/A 615M -04a, Grade 40 for #4 bars and smaller and Grade 60 for #5 all slabs to the satisfaction bars and larger. All rebar is to be deformed. #5 and larger rebar shall not be re-bent. ANSI/AITC A190.1-1983 Welded wire fabric shall conform to the Gravel or sand base shown provisions of ASTM A 185-02. only. No provisions for preventing groundwater infiltration of the slab . . . . . . . 24F -V4 DF/DF 4-2 All lap splices shall not be less than 62 bar diameters of the larger bar. Horizontal laps in adjacent bars shall be staggered 5' - 0" CONCRETE FOOTING PER minimum. SOIL BEARING: 1,500 PSF PER CBC TABLE 1806.2 8-2 4-3 Reinforcement cover shall be as follows: thick and placed over 4" minimum of free draining aggregate base compacted to a minimum of 95% provided by others. Concrete cast against and permanently exposed to soil: noted otherwise. 3" clear 5-4 Concrete with soil or weather exposure: #5 bars and smaller: 1 1/2" clear 10' in any direction. products shall be installed #6 bars and larger: 2" clear 8-4 Concrete without soil or weather exposure: MacMillan or equivalent shall provide manufactured 1" clear 4-4 All reinforcing steel shall be accurately secured in position before and during concrete placement. 4-5 All reinforcing steel shall be clean at the time of concrete placement. Fb (psi) Fv (psi) Fcll (psi) CONCRETE SLAB CONSTRUCTION: Microllam LVL 5-1 All slabs on grade shall be per the contractor. As such it is the contractor's sole responsibility to take steps to control cracking at TOP REINFORCING (TYP.) all slabs to the satisfaction of the owner. NATURAL GRADE ANSI/AITC A190.1-1983 5-2 Gravel or sand base shown is to provide structural base for slab only. No provisions for preventing groundwater infiltration of the slab . . . . . . . 24F -V4 DF/DF are included. If slab must be maintained in a dry condition then damp -proofing with 2" sand over 10 mil visqueen over 4" pea gravel CONCRETE FOOTING PER base is recommended. SOIL BEARING: 1,500 PSF PER CBC TABLE 1806.2 8-2 5-3 Slabs on grade shall be 4" thick and placed over 4" minimum of free draining aggregate base compacted to a minimum of 95% provided by others. relative compaction, unless noted otherwise. 0 11- wa required in AITC A190.1 5-4 Crack control jointing is designed by the builder, unless shown on foundation plan. The maximum spacing of joints shall not exceed 8-3 10' in any direction. products shall be installed per manufacturer's recommendations. 1. WALL PER PLAN of the following grades with 2. TOP REINFORCING (TYP.) UNIFORM: 40 PSF D 3. NATURAL GRADE ANSI/AITC A190.1-1983 4. STANDARD HOOK PER PLAN. EDGE NAIL 5. BOTTOM REINFORCING (TYP.) . . . . . . . 24F -V4 DF/DF 6. MAXIMUM SLOPE SEE STRUCTURAL CALCULATIONS 7. CONCRETE FOOTING PER . . . . . . . 24F -V8 DF/DF Combination 2 w PLAN X w QJQ O w 8. UNDISTURBED SOIL OR 3 Q¢2 0p?0 w APPROVED ENGINEERED FILL QZ ao(Duo T NOTE: - --_ --- _- -------------------------------- 1. WHERE TOP OF WALL IS - -- ----__1__ ------------ GREATER THAN V-6" & r - _ _--__-- LESS THAN 3'-0" ABOVE 4 5 i 1 - - - _ ----- NATURAL GRADE, PROVIDE > a ---- ---- _ 3 ' w #4 @ 18" o.c. VERT. & --------------- -____ - ' --- 6 i > o #4 @ 12" o.c. HORIZ. IN WALL. J i -_- O TYP. STEP = 2* RISER MIN. 7 lrin Z � �� � 24" � Z �JQL C0 MIN. TYP. z Lu c2 m z (D FRAMING/LUMBER: 6-1 All wood in contact with concrete shall be pressure treated Hem Fir or Douglas Fir at the builders option U.O.N. 6-2 Lag screws shall be screwed, not driven, into pre -drilled holes of 2/3 the shank diameter. 6-3 Holes for bolts shall be bored with a bit 1/32" to 1/16" larger than the nominal bolt diameter. 6-4 Structural members shall not be cut for pipes, etc. unless specifically noted or detailed. Where top or sole plates are cut for pipes, a metal tie 0.058" min. thick and 1 1/2" wide shall be fastened across and to each side of the opening with not less than 6-16d nails per the 2013 CBC 2308.9.8. 6-5 All framing anchors, clips, straps, hangers, holdowns, etc., shall be manufactured by Simpson Strong -Tie Company U.O.N. and installed per manufacturer's recommendations. 6-6 U.O.N. framing shall be connected per nailing schedule per Table 2304.9.1 of the 2013 CBC. 6-7 Where exposed to weather, nails shall be galvanized. 6-8 Where in contact with pressure treated wood, all metal connectors shall be type 304 stainless steel or hot -dip galvanized steel meeting ASTM A153-03. 6-9 2x solid blocking shall be provided over all bearing walls, shear walls, or other supports. Where manufactured "I" joists are specified, blocking requirements listed herein are to be considered minimums and shall be increased as per manufacturer's recommendations. 6-10 Splices and joints in double top plate of stud bearing wall shall occur at the center line of supporting stud. 6-11 All studs to have double top plates of the same dimension as the studs. Top plate splices of stud walls shall use 8-16d sinkers at all top plate splices u.n.o. 6-12 Fire block wood studs at mid -height where stud length is over 10' -0". 6-13 Carry all upper level posts into lower levels and provide solid blocking under all posts in floors or continue post. 6-14 Where (2) or more trimmers occur, use solid blocking at the floor level continuous to the foundation. 6-15 All structural lumber shall be Douglas Fir Larch as graded by the W.W.P.A. or W.C.L.I.B. and shall have a moisture content less than 19% and be of the following grades unless otherwise noted: 2 x 4 studs . . . . . . . . . . . . . . . .. . . . . . . . Standard and Better 2x & 4x Structural Light Framing . . . . . . . . . . . #2 Grade 2x & 4x Joists and Rafters . . . . . . . . . . . . . . #2 Grade 4x & 6x Beams and Posts . . . . . . . . . . . . #1 Grade Roof Sheathing (over supports spaced at 24" o.c. maximum): •Supporting composition or metal roofing: Use 1/2" APA rated exterior 32/16 •AII sheathing with face grain perpendicular to framing, stagger panels and nail with 8d at 6"/12" o.c. U.O.N. • Wall Sheathing: See plans where occurs 6-16 Roof rafters shall be sized per 2013 CBC Tables U.O.N. 6-17 The builder shall take all measures necessary to protect framing from the effects of shrinkage. The Engineer shall not be responsible for damage to framing members or finishes due to the effects of shrinkage. All new framing lumber shall have 19% maximum moisture content at time of installation. 6-19 Plywood sheathing shall conform to PS 1-95. U.O.N. roof sheathing shall be CDX APA rated or OSB equivalent. Apply face grain perpendicular to framing and stagger panels u.o.n. Edge nail at gable end trusses, drag trusses, freize blocking, and all supported edges. 6-20 Where a wall is labeled as a shear wall, such wall shall be continuously shear paneled and nailed as required per schedule from the roof plywood to foundation sill plate. Where a floor or other element disrupts the continuous paneling, special detailing is required. Where special detailing is not provided, connections shall be requested by builder. 6-21 All headers to be as follows for openings not to exceed 8' in bearing walls, U.O.N. on plans: 2x4 stud wall 2x6 stud wall 4x12 6x12 6-22 All headers to be as follows for openings not to exceed 4' in non bearing walls, U.O.N. on plans. For openings greater than 4' use header specified for bearing wall U.O.N. on plans: 2x4 stud wall 2x6 stud wall 4 x 6 6 x 6 6-23 Provide 1-3/4" minimum bearing at end supports and 3-1/2" minimum bearing at intermediate supports for ceiling joists and rafters, unless otherwise noted on plans. 6-24 Misplaced anchor bolts at sill plate to foundation: See notes in "Foundation / Site Work" section on this sheet. ROUGH CARPENTRY: 7-1 Where plumbing, heating, or other ducts are placed on a partition requiring the cutting of the double plates, a Simpson LSTA24 strap shall be fastened to each side of the top plates. 7-2 Use two trimmers at each end of each beam and header over 6'-0" long, and one trimmer at each end less than or equal to 6'-0" long unless otherwise noted on plans. 7-3 Balloon frame studs to truss bottom chord or full height at exterior walls where sloping ceilings occur, U.N.O. GLUED -LAMINATED / MANUFACTURED LUMBER: 8-1 All glue -lams shall be of the following grades with a camber of R = 1600' unless noted otherwise: UNIFORM: 40 PSF ROOF LIVE LOAD: Glu -Lam Timber: ANSI/AITC A190.1-1983 7 ENCLOSURE CLASSIFICATION: ENCLOSED BUILDING (ASCE 7-10 SEC. 26.2) PER PLAN. EDGE NAIL FACTOR: 1.00 (TABLE 1.5-2 ASCE 7-10) SITE CLASS: D Simple Spans . . . . . . . . 24F -V4 DF/DF Combination DESIGN BASE SHEAR: SEE STRUCTURAL CALCULATIONS SEISMIC RESPONSE COEFFICIENT: SEE STRUCTURAL CALCULATIONS Cantilevers . . . . . . . . . . 24F -V8 DF/DF Combination SOIL BEARING: 1,500 PSF PER CBC TABLE 1806.2 8-2 Glue -lams shall be specified on plans. Glue -lams exposed to weather must be rated for exterior use by the manufacturer per CBC 1 2303.1.3 Waterproofing of exposed ends shall be provided by others. Glued -laminated timbers shall be manufactured and identified as 0 11- wa required in AITC A190.1 and ASTM D3737. PLATE TO TOP PLATE. 8-3 All manufactured wood products shall be installed per manufacturer's recommendations. ATTACH STUDS TOGETHER 8-4 Boise Cascade, TrusJoist MacMillan or equivalent shall provide manufactured lumber. Minimum design values shall be as follows U.O.N. on plan: 2 Specification Fb (psi) Fv (psi) Fcll (psi) E (psi) Microllam LVL 2600 285 2510 1.9 E6 2. HOLDOWN TYPE PER PLAN TimberStrand LSL 2250 400 1950 1.5 E6 3 Parallam PSL 2900 290 2900 2.0 E6 IZ Versa -Lam 2800 285 3000 2.0 E6 8-5 Manufactured "I" joists shall be installed per the manufacturer's recommendations using a deflection limit of 1/480. Use a Z manufactured rim board with all "I" joists. Use a double rim board at all locations where ledgers are used (such as deck ledgers). WOOD TRUSSES: 3 9-1 Truss design drawings shall be provided with the shipment of trusses delivered to the job site. 9-2 Truss design drawings shall include, at a minimum, the information specified in CBC Section 2303.4.1.1. 9-3 The truss design drawings shall bear the name and seal of a registered design professional. 9-4 Truss manufacturer shall submit drawings and calculations to all governing agencies for review and approval before fabrication. 9-5 Truss calculations shall reflect FAU load where applicable. The builder and the truss mfg. are responsible for ensuring that the trusses are built to the proper dimensions. The builder is responsible for locating the FAU unit on trusses that are designed to support the load. 9-6 Provide no less than (2) 2x studs under all 2 ply or greater girder truss supports or as noted on plans, whichever is greater. 9-7 All truss to truss connections are designed by the truss manufacturer and shall be specified on the truss layout plan. STEPPED FOOTING I N.T.S. 14 1 HOEDOWN @SLAB I N.T.S. 13 1 HOEDOWN @ STEMWALL 1. POST OR DOUBLE STUD PER PLAN. EDGE NAIL REQUIRED INTO POST OR DOUBLE STUD FROM SILL PLATE TO TOP PLATE. ATTACH DOUBLE STUDS TOGETHER FULL HEIGHT WITH 2 ROWS 16d SINKERS @ 12" o.c. 2. HOLDOWN SIZE PER PLAN INSTALLED PER MFG. 3. SILL PLATE & FLOOR SHEATHING PER PLAN 4. RIM JOIST PER PLAN W/ SOLIC BLOCKING @ HOLDOWN 5. 2X OR 3X P.T. SILL PER PLAN 6. CONCRETE FOOTING PER PLAN 7. INSTALL SSTB w/ ARROW ON TOP OF BOLT POINTING IN THE DIRECTION REQUIRED B` SIMPSON STRONG -TIE. Le AND do PER MFG. 8. OPTIONAL SIMPSON "CNW" COUPLER 9. ANCHOR BOLT SIZE AND SPACING PER "SHEARWALL" SCHEDULE. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICE_ REVIEWED FOR ,COD rOMPL!ANCE �I DATE_ 1 BY STRUCTURAL DESIGN BUILDING CODE: 2013 CALIFORNIA BUILDING CODE 1. 6x6 POST OR TRIPLE STUD FLOOR LIVE LOAD: UNIFORM: 40 PSF ROOF LIVE LOAD: 18 PSF (FOR 6:12 PITCH) SNOW LOAD: 0 PSF (PER BLDG. DEPT.) BASIC WIND SPEED: 7 ENCLOSURE CLASSIFICATION: ENCLOSED BUILDING (ASCE 7-10 SEC. 26.2) PER PLAN. EDGE NAIL FACTOR: 1.00 (TABLE 1.5-2 ASCE 7-10) SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SEE STRUCTURAL CALCULATIONS SEISMIC DESIGN CATEGORY: D SEISMIC -FORCE -RESISTING SYSTEM: SEE STRUCTURAL CALCULATIONS DESIGN BASE SHEAR: SEE STRUCTURAL CALCULATIONS SEISMIC RESPONSE COEFFICIENT: SEE STRUCTURAL CALCULATIONS REQUIRED INTO POST OR FACTOR: SEE STRUCTURAL CALCULATIONS SOIL BEARING: 1,500 PSF PER CBC TABLE 1806.2 W W U00 WZ CO O) 1 TRIPLE STUD FROM SILL 0 0 M 2 7 R W Q C = 1 0 11- wa � v _ PLATE TO TOP PLATE. 2 ATTACH STUDS TOGETHER FULL HEIGHT WITH 3 ROWS 2 2 16d SINKERS @ 12" o.c. 2. HOLDOWN TYPE PER PLAN 3 INSTALLED PER MFG. IZ Z X 3. ANCHOR BOLT SIZE AND Z 4 SPACING PER "SHEARWALL" 3 coSCHEDULE. 4. 3x P.T. SILL PER PLAN z_ 5. INSTALL SSTBL PER PLAN 8 4 --- ------ --- --------------- -------------- I WITH ARROW ON TOP OF ih in BOLT POINTING IN THE 5 _ DIRECTION REQUIRED BY - Z - -------------- ---- -------- 5 SIMPSON STRONG -TIE. Le °D g ------------------------- - ----- ---------I' AND do PER MFG. i 6. REBAR TOP AND BOTTOM PER J ;�� 9 PLAN ' / 'iii�� � ��� 7. 7/8"0 ALL -THREAD TO --------- ----------------- ----- --- �I 6 HOLDOWN ABOVE AS SHOWN 7 g ON DETAIL ON THIS SHEET W/ SIMPSON COUPLER do �/ ��/ "�i�,�\''�i\ - ��/ "�%\'''%\ ! " U 8. FOOTING AND REINFORCING PER PLAN STEPPED FOOTING I N.T.S. 14 1 HOEDOWN @SLAB I N.T.S. 13 1 HOEDOWN @ STEMWALL 1. POST OR DOUBLE STUD PER PLAN. EDGE NAIL REQUIRED INTO POST OR DOUBLE STUD FROM SILL PLATE TO TOP PLATE. ATTACH DOUBLE STUDS TOGETHER FULL HEIGHT WITH 2 ROWS 16d SINKERS @ 12" o.c. 2. HOLDOWN SIZE PER PLAN INSTALLED PER MFG. 3. SILL PLATE & FLOOR SHEATHING PER PLAN 4. RIM JOIST PER PLAN W/ SOLIC BLOCKING @ HOLDOWN 5. 2X OR 3X P.T. SILL PER PLAN 6. CONCRETE FOOTING PER PLAN 7. INSTALL SSTB w/ ARROW ON TOP OF BOLT POINTING IN THE DIRECTION REQUIRED B` SIMPSON STRONG -TIE. Le AND do PER MFG. 8. OPTIONAL SIMPSON "CNW" COUPLER 9. ANCHOR BOLT SIZE AND SPACING PER "SHEARWALL" SCHEDULE. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICE_ REVIEWED FOR ,COD rOMPL!ANCE �I DATE_ 1 BY STRUCTURAL DESIGN BUILDING CODE: 2013 CALIFORNIA BUILDING CODE RISK CATEGORY: II (PER ASCE 7-10 TABLE 1.5-1) FLOOR LIVE LOAD: UNIFORM: 40 PSF ROOF LIVE LOAD: 18 PSF (FOR 6:12 PITCH) SNOW LOAD: 0 PSF (PER BLDG. DEPT.) BASIC WIND SPEED: 110 MPH (3 SECOND GUST) WIND EXPOSURE: C ENCLOSURE CLASSIFICATION: ENCLOSED BUILDING (ASCE 7-10 SEC. 26.2) SEISMIC IMPORTANCE FACTOR: 1.00 (TABLE 1.5-2 ASCE 7-10) SITE CLASS: D SPECTRAL RESPONSE COEFFICIENTS: SEE STRUCTURAL CALCULATIONS SEISMIC DESIGN CATEGORY: D SEISMIC -FORCE -RESISTING SYSTEM: SEE STRUCTURAL CALCULATIONS DESIGN BASE SHEAR: SEE STRUCTURAL CALCULATIONS SEISMIC RESPONSE COEFFICIENT: SEE STRUCTURAL CALCULATIONS RESPONSE MODIFICATION FACTOR: SEE STRUCTURAL CALCULATIONS SOIL BEARING: 1,500 PSF PER CBC TABLE 1806.2 N 0 1 2 3' 1 2 4' 3 4 U) Z � s DESIGN: JMR W W DATE: V Z00 N O p J J QW 0 W LL 1 Q C1H� X. LU LU)U W 0) ONE W W U00 WZ CO O) M p Z 0 0 0 M 2 7 R W Q C = Q aSW !St19U)i 0 11- wa � v _ 2 3 4 CHANGE IN PLATE HEIGHTS N.T.S. 1 2 I DECK ANCHORAGE TO FLOOR TOP PLATES PER PLAN STUD PER PLAN CS -16 STRAP INTO TOP PLATE AND INTO 2 X FULL DEPTH BLOCKING AS SHOWN WITH 8ds @ 4" O.C. OVER FULL LENGTH OF STRAP 2 x FULL DEPTH BLOCKING N.T.S. I 5 � 1. WALL PER PLAN 2. SECOND FLOOR FRAMING PE PLAN 3. HDU4INSTALLED HORIZONTALLY AS SHOWN ATTACHED TO FACE OF FLOOR JOIST AND TO DECK JOIST WITH 5/8" 0 ALL -THREAD BOLT 4. FLOOR SHEATHING FASTENERS ATTACHED @ 6" O.C. OVER FULL LENGTH OF JOIST @ HOLDOWN 5. INTERIOR FINISH 6. FLASHING AND COUNTER -FLASHING DESIGN BY BUILDER 7. WATERPROOF MEMBRANE DESIGN BY BUILDER 8. FLOOR FRAMING PER PLAN 9. FINISH PER PLAN N.T.S. 1 1 QROFESS/ON �, , �`-� M. R/ ti F2 U C53590 M * EX yk OF CIN SUBMITTAL SET E c� i � � Z � Q DESIGN: JMR W W DATE: V Z00 N O p J J QW 0 W LL a Q J L Z�J C1H� X. LU LU)U W 0) ONE W W U00 WZ CO O) M p Z 0 0 0 M 2 7 R W Q C = Q aSW !St19U)i 0 11- wa � v Lb, EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING. THIS SHEET SHALL NOT BE REPRODUCED WITHOUT WRITTEN PERMISSION. REVISIONS Gg- _=IST Na Sm i AUG 14 2011 STRUCTURAL DESIGN: JMR CHECKED: JMR DATE: 8/14/17 SCALE: SHOWN JOB NO. 2732 Gg- _=IST Na Sm i AUG 14 2011 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Pertuit Residence Date 7/7/2017 System Name System -1 Floor Area 2,891 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 2 COIL CFM Total Room Loads 1,134 Return Vented Lighting Return Air Ducts Return Fan Ventilation 0 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 48,000 27,213 865 601 28,550 Total Output Btuh 96,000 0 Output Stuh/s ft 33.2 1,586 1,688 Cooling System 0 0 Output per System 36,000 0 0 0 0 Total Output Btuh 72,000 2,026 865 -2,026 Total Output ons 6.0 1,586 1,688 Total Output Btuh/s ft 24.9 Total Output s ft/Ton 481.8 1 32,412 E29,899 Air System CFM per System 1,200 HVAC EQUIPMENT SELECTION Airflow cfm 2,400 Split System -1 58,482 6,252 96,000 Airflow cfm/s ft 0.83 Airflow cfm/Ton 400.0 Outside Air % 0.0% Total Adjusted System Output 58,482 (Adjusted for Peak Design conditions) I TIME OF SYSTEM PEAK 6,252 Aug 3 PM 96,000 Outside Air cfm/s ft 0.00 Note: values above given at ARI conditions Jan 1 AM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 22 OF 0-0- Outside Air 0 cfm 69 OF 70 OF 115 OF 115 OF 10 U —. --I Heating Coil Supply Fan ° 2,400 cfm 114 F ROOM _................ -- - 70 OF COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 102 / 71 OF Outside Air—LL—" 0 cfm 79 / 62 OF 79 / 63 OF 55 / 54 OF 55 / 54 OF ::� U I . I B4 Cooling Coil Supply Fan 56 / 54 OF 2,400 cfm 40.9% ROOM 78 / 62 OF ta EnergyPro 6. by EnergySoft User Number. 4997 ID: Page 16 of 16