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HomeMy WebLinkAboutB16-1196 000-000-000S"Ts tems Plus'L umber. Co.. 1800 S. Barney Rd., RECE E® Anderson, CA 96007 (530) 378-6800 (530) 365=5903 fax ,JUN 0' 2615 Trusses & Pre Manufactured Wall Panels ; ARB AND A"' OCIATES systplus@systPlus.'Com www.systplus.com ES Report ESR=1311& ESR 1988 S C INSPECTION AGENCY IA Certified Inspection No. AA -702 k B l J- lVnber Produ is Inspection, Inc.' Fabrication in compliance with 'COUNTS' 105 S.E: 124 'Avenue •2013 CBC SECTION 2303.4.2 Vancouv. r, WA 98684 IBC/IRC 2012 SECTIONS.(2303.4/R802.1Oroof/R502.1I floor) JUN 06 2.01 Tel: (360) 449-3138 ax: (310) 449-39531 DEVELOPMENT TR USS ' ENGINEERING SERVICES *This engineering is valid ONLY LAYOUT. 'YES ❑■ ' NO ❑ r , , 1 Standard Truss Detail Title ' Detail # = Included Gable End 85 Wind B 1 REVPop eeix Gable End 110 Wind B IA UZI Date 05/1.1/2016 Revisions) Gable End 110 Wind C 1B Hat Truss over 6/12 2 ✓ Hat Truss under 6/12 213 Web Bracing Details 3 ✓ Valley Fill Frames 4 Open Face Jacks - 5 ✓ Toe nail 6 ✓ Bearing Block 3.5 7 Bearing Block 5.5 7A Floor 8 Dbl T/C Notching 9 HVAC. 10 ✓ Truss Data 11 ✓ Purlin Gable 12j.✓ BCSI at www.sbcindustrv.com BCSI-131 Summary Sheet at www.sbeindustrv.com Systems Plus Job Number : 1604-066 REVPop eeix UZI Date 05/1.1/2016 Revisions) cc) o Customer Cooper, Marc & Heather ML Z 2016 -_ Project 2321 - TRB AND A��®���� _ o .Location Chico, CALD PRIOR TO ERECTING TRUSSES, READ TRUSS DATA SHEET AND NOTE BCSI-B1 SUMMARY SHEET GUIDE FOR HANDLING, INSTALLING NOTE AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES `g t r Ar PURLIN GABLE DETAIL MII/SAC -12 7/15/2005 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 SEE DETAIL.#2-� JACKS MITek Industries, 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. 7-0" .5x5 3x5 3x5 ALL PLATES TOSE 2x4 UNLESS OTHERWISE NOTED TYPICAL "PURLIN GABLE" REFER TO ENGINEERED TRUSS DRAWING, FOR EACH INDIVIDUAL TRUSS SEE DETAIL #3 r Z O M O U 0 0. o o �_ LL.. SEE SHEET 2 -OF 2 FOR ALL DETAILS BU17E..000Nrf BUILDING DIVISION APPROVED ® -RHINE- varyy dwfyn pa tune&o and READ NOTES ON 77W AND INCLUDED AD= REFERENCE PAGE =-7473 BEFORE USE. Design valid for use only wilh Mliek connectors: This design is based a* upon parameters shown, and is for an Individual building component. Applicability of design pommenters and proper incorporation of component B responsibility of building designer - not truss designer. Bracing shown Is for lateral support of indvidual web members only. Addilonal temporary bracing to Insure stability during construction Is the responsiblllity of the erector. Addtlonal.permanent bracing of the overall structure Is the. responsibli ly of the building designer. For general guidance regarding fabrication, quality coniroL storage• degvery, erection and tracing. consult 'ANSIM11 Quality Critorla. OSB•89 and BCSII Building Component Saloty InformaBon Qvalloble from Truss. Plate.lnsfitute, 583 VOnof6o Drive. Madison, WI 53719. D(P. Z 34485 ' OF CALIC�� APR 2 8 2015 :k Lane ®® CA. 9561 NOW FIRST COMMON PURLIN GABL .i ij ° i r®!° H02 THE PURLIN GABLE TO BE LAID ON TOP OF THE HIP TRUSSES AND ATTACHED WHERE IT HAS .CONTACT WITH THE TRUSSES BELOW. SEE SEE DETAIL.#2-� JACKS MITek Industries, 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. 7-0" .5x5 3x5 3x5 ALL PLATES TOSE 2x4 UNLESS OTHERWISE NOTED TYPICAL "PURLIN GABLE" REFER TO ENGINEERED TRUSS DRAWING, FOR EACH INDIVIDUAL TRUSS SEE DETAIL #3 r Z O M O U 0 0. o o �_ LL.. SEE SHEET 2 -OF 2 FOR ALL DETAILS BU17E..000Nrf BUILDING DIVISION APPROVED ® -RHINE- varyy dwfyn pa tune&o and READ NOTES ON 77W AND INCLUDED AD= REFERENCE PAGE =-7473 BEFORE USE. Design valid for use only wilh Mliek connectors: This design is based a* upon parameters shown, and is for an Individual building component. Applicability of design pommenters and proper incorporation of component B responsibility of building designer - not truss designer. Bracing shown Is for lateral support of indvidual web members only. Addilonal temporary bracing to Insure stability during construction Is the responsiblllity of the erector. Addtlonal.permanent bracing of the overall structure Is the. responsibli ly of the building designer. For general guidance regarding fabrication, quality coniroL storage• degvery, erection and tracing. consult 'ANSIM11 Quality Critorla. OSB•89 and BCSII Building Component Saloty InformaBon Qvalloble from Truss. Plate.lnsfitute, 583 VOnof6o Drive. Madison, WI 53719. D(P. Z 34485 ' OF CALIC�� APR 2 8 2015 :k Lane ®® CA. 9561 NOW PIJ82L.1NGA BLE DETAIL. MI11SAC -12 7/15/2005 PAGE 2 OF 4 ATTACH 2x LEDGER TO FLAT TOP CHORD WITH 2 ROWS OF 10d NAILS (.13V DIAM. x 3") SPACED 9" O.C. HIP GIRDER STEPDOWN . HIP TRUSSES DETAIL #2 THE PURLIN GABLE DOES NOT ALIGN WITH THE END OF THE FLAT ,,,\, SECTION. r AIL #1 . APEX Ital i ex mausvles, mc. Westem Division — 16d SINKER OR 16d BOX — O.C. SPACING BY OTHERS THE TOP OF THE HIP GIRDER z 0 TRUSS AT THE BASE OF THE PURLIN GABLE IS DROPPED LESS THEN ALL THE OTHER HIP TRUSSES. THE BOTTOM EDGE 2y HN' OF THE PURLIN GABLE y M. ALIGNS WITH THE LEFT .FACE OF. THIS TRUSS QGP AND BEARS ON TOP, ALTERNATE DETAIL PAL ATTACH 2x LEDGER TO FLAT TOP CHORD WITH 2 ROWS OF 10d NAILS (.13V DIAM. x 3") SPACED 9" O.C. HIP GIRDER STEPDOWN . HIP TRUSSES DETAIL #2 THE PURLIN GABLE DOES NOT ALIGN WITH THE END OF THE FLAT ,,,\, SECTION. r AIL #1 . APEX — — z 0 a O 2y HN' y M. gi- LL DETAIL. #3 IMPORTANT NOTE: ALL CONNECTION NAILING SHALL NOT SPLIT ANY LUMBER ��Cr \PURLIN GABLE FLAT TOP CHORD PORTION r OF THE LOWER TRUSS TRUSS;TOPCHORDBUS`* VNTy DETAIL #4 13UILDING DIVISION APPROVED ® WARMNO • Darth dcvign parameters and BEAD NOTES ON TRIS AND INCLUDED MITER BEFERENCEFAQE MU -7473 BEFORE USE. Design vd6d'for.use only with MITek connectors his dazlgn b based only up4o pggn-jers shown. and Is loran iruiMdual du ring compone App6caWfity of deslgr� paromentess and proper eorporollon oleornponen1 1s respo blGly of buildingg designer •not truss designer. BradCinn£ Is for lalaaooffsvppport o rndlWduaI web members any. Addllionol lemporary bracing to insure slob�ty dura conslructlon h the responslblNly erector. Addlllonal pant bracin of the overall shu4lure tz the rasponslb® of the bulldin�g designer. general guidance regadling tabrtc (.Ar qua0y cop nW storgge.' de�very, erecllon.antl bracing. consulP ANS(/fPll'Ounifly Gltoria, OSB -89 and�BC5I1 fiuflmng Componoi Safety Information ovailable from Truss Plate Irufilule..583 D'Onofdo Drive, Madison. WI 9719. - NO: CO7a4ab EXP. 12-3145 APR 2 8 2015 7777 Greenback Lane ®© Suite - S 109Heights. ghis. GA, 9561 k :j PURLIN GABLE DETAIL MII/SAC -12 7/15/2005 PAGE 3 OF 4 PURLIN mI I etc Inausrrles. Ina. UUestem Division PURLIN GABLE. " ER OR 16d BOX CING BY OTHERS U-- t... d AlL. -1 Z U e-- L o /8" MIN BUTTE OOUNTY BUILDING DIVISION APPROVED ..,® ED 16d SINKER OR /6d BOX �.' O.C. SPACING BY "O'T'HERS 1 HIP SET TRUSS DETAIL #2 SUPPL A WARAM z Vc,1fy desfga parameters and BUD NOTES ON TICS AND INCLUDED hg= REFERENCE PAGE IM -74 73 BEFORE USF - Design al far use any with A4Tek connectors. his design is bused onM upor�parometers shown and bior an Individual bu➢dine componet A p6eabBly otdeslgn paromanlers and proper corpaallan of component responsibMly. of bullding designer - no1 tnnsdeslgner. 8rodng is for latera. W port of mdMdual web members on Addllflonal temporary hradng to Insure stabf➢ty duringFconstrvcli1,ij he responslb➢0ty eredor. Adai�lonal pennonenl bradnp ohlheoveroA slnieture B the responslblAty of Iho building designer, or genewl 9u dance regarding fabrication. quailly control storage, d.V y, eredlan and bradng, consul ) ANS (/IP11 Quallty Crlloda, OSB•B9 and BCSIl Building Componen Safely Information available from Truss Plate Insfilute. SM D'Onofrlo Drive.. Modison..W153719. - NO. C074486 EXP. .:T 2-$1-15 APR 2 8 200 7777 Greenback Lane Suite 09 CA, 9581AAW MiTeke • , ' .. " • '.+' + � `.`,.` 1. � +, • ���L@� �e�a�t.� DETAIL �1�/��� - 12 `' ,• 7/1512005 PAGE 4 OF 4 r 1. MITek Industries, Inc. p 0 NBestem Division 16d SINKER OR 16d BOX. ' " - " -TYPICAL \ S +' .RIDGE BLOCKING • PURLIN GABJ<E _ FIRST.COMMON• . ' ' r i• ' 2X BLOCKIN' W/CONNECTIONS W/FRAMING CONNECTORS' µ , ' . t • LAST H1 • .l y •` BY OTHERS 2-0} 0 MAX .1 i TIGHTLY SET JOINT r' A— 44 1 \' PURLIN'GABLE 2, , i r v- . 1 / - � •' ; + + lig', _ I - . •� •. ;.ry r • � � • HIP SET TRU S y . r l r t "ROOF SHEATHING :BY OTHERS HIP'SET TRUSS 0-0=12 r ROOF SHEATHING AND DIAPHRAGMQ�OFESSf NAILING BY OTHER $00 �` j• ;1,.' ' NO. C074486 7� ,- r. W. 1Ml- 1.5 ®� c " \. •PULIN GABLE HIP.. q�QFGAL� BUTTS Y .� ri" l . BUILDING. D1VI O 4 APR -APPROVED DTA 9�• #�4•� s U L�o * ® WARNING - Verify dwlgn parw—t m and READ NOTES ON TATS AND INCLUDED WTEK REFI' MME PAGE MU -7473 -BEFORE USE. • 7777 Greenback Lane ®® am OME IMI Suite 109 T.— Dgnvo4d tw useny wlih N rRek connecto2 jhts design is based onN upon pomme ersaliown�'gnd h for an IndiJiduai building compgnen1. • • r „ GWS Helghls, CA, 956ofesign paromenters and propemeorporanofaompnenI a resp=J ty oPbupav�g designer -enol truss designer:Braci�gshown,,lw poal web membersnry. Addillono lomporpobrto Insure tobl�ty durinAeonstruellon h Iho responsib�ifi y dl the , .AdN�ional p Hent bradn o he overall structure h the respof the bullcling eslgner. For general gut anee regard ng - allon: qua�ty con of storage; dealivery, eredlon and 6radng, consutl ANSf/TPII QuaBty Crllmla: DSB•89 and BCSn'Bullding Component , �.ag®Qp Sa1o1y Intorma6on a vallablefromlruss Plaie Instil.'., 563 D'Onofrlo'Ddve. Madhoh WI 53719. - + �•. SYSTEMS PLUS LUMBER CO. / 1800 S. BARNEY ROAD / ANDERSON, CA 96007 (530)378-6800 / FAX (530)365-5903 TRUSS DATA SHEET, APPROVALS: -OBTAIN ALL NECESSARY CODE COMPLIANCE, BUILDING DEPARTMENT APPROVALS, AND RECOMMENDATIONS AND INSTRUCTIONS FROM THE DESIGNER OF THE COMPLETE STRUCTURE BEFORE USING TRUSS DESIGN. -CONNECTION OF THE ROOF SYSTEM TO THE BUILDING FOR VERTICAL & LATERAL LOADS IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ENGINEER. -SYSTEMS PLUS IS APPROVING ONLY THE STRUCTURAL DESIGN OF EACH TRUSS BASED ON INFORMATION RECEIVED FROM THE CUSTOMER AND SHOWN ON THE ENGINEERED TRUSS DRAWING. SIGNED AND SEALED DRAWINGS BASED ON THE PROVIDED DATA ARE FURNISHED BY SYSTEMS PLUS LUMBER CO. THIS ENGINEERING IS VALID ONLY FOR TRUSSES MANUFACTURED BY SYSTEMS PLUS LUMBER CO. HANDLING & ERECTION: -CARELESS HANDLING OF TRUSSES SHALL NOT BE PERMITTED. -INSTALL TRUSSES VERTICALLY AT DESIGN BEARING POINTS, CORRECT SIDE UP, AT CORRECT SPACING AND PROPERLY BRACED. -NO LOADS SHOULD BE APPLIED TO THE TRUSSES UNTIL AFTER ALL BRACING AND CONNECTIONS ARE COMPLETED. -DO NOT PERMIT LOADS GREATER THAN DESIGN LOADS TO BE PLACED ON THE TRUSSES. -READ & APPLY THE RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING OF METAL PLATE CONNECTED WOOD TRUSSES PUBLISHED BY THE TRUSS PLATE INSTITUTE (BCSI-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/SAC5 I.& MII/SAC-23). -RESTRAINT OF LATERAL BRACING AND ADDITIONAL BRACING FOR THE COMPLETE STRUCTURE IS TO BE PROVIDED BY THE BUILDING DESIGNER OR ENGINEER. -READ AND APPLY THE RECOMMENDATIONS FOR TEMPORARY AND PERMANENT BRACING OF WOOD TRUSSES PUBLISHED BY THE TRUSS PLATE INSTITUTE (BCSI-B1 SUMMARY SHEET). -BOTTOM CHORD BRACING SHALL BE INSTALLED PER THE TRUSS ENGINEERING DRAWING BUT IS NEVER TO EXCEED 10'-0" O.C. WITHOUT A SPECIFIC ENGINEERED DESIGN. NO CUTTING, DRILLING, NOTCHING, OR TRIMMING OF ANY TRUSS MEMBER IS PERMITTED. BUILDING DIVISION APPROVED be installed from the end jack.to the hip truss or from -the. hip truss to the end jack or:a DETAIL FOR COMMON AND END JACKS MII/SAC - 8 -40PSF 3/3oi20o4 PAGE 1 1 q' MAX LOADING (pili) TCLL 40.0 bl-AUNU2-" Plates Increase 1.15 Lumber Increase 1.15 BRACING TOP CHORD Sheathed. MiTek Industries, Inc. Western Division CONN. W12 16d COMMON WIRE (016701A, X 3.5" CGT) TOE. NAILS erector. Additional permanent bracing of the overall structure Is the responsibility of the buBding designer: For general guldonce regarding fabrication, quality eonlroL storage, delivery, erection and bracing, consuff ANSI/1P11 Quality Criteria, DSB•89 and BCStl Building Component TCOL 14.0 0.0 Rep Stress Incr YES BOT CHORD Rigid ceiling directly applied. 1t��19�1 640 6.0-0 BCOL 10.0 _ NilBCLL. MINIMUM LUMBER SIZE AND GRADE .2-0.0 TOP CHORD 2 X 4 SPF 145OF 1.3E LENGTH OF EXTENSION BOT CHORD 2 X 4 SPF 145OF 1.3E AS DESIGN REQ'D 20'-0" MAX :. . 2-0-0:. _ SPLICE CAN EITHER BE 3X6 MT20 PLATES EXT.. 200.. OR 22" LONG 2X4 SCAB CENTERED AT SPLICE W/SAME LUMBER AS TOP CHORD ATTACH TO ONE FACE EXT. :: .. 1X3 0 MIN) NAIL ®3 2 W/ ROWS : NOTE: TOP CHORD PITCH: 3/12-8/12 BOTTOM CHORD PITCH: 0/12-4112 PITCH DIFFERENCE BETWEEN TOP AND ✓� BOTTOM CHORD TO BE "2" MIN. - SPACING= 24" O.C. SUPPORT -AND CONNECTION BY OTHERS OR 2-16d COMMON WIRE _.... -(0.162"DIA. X 3.51 LGT TOE NAILS SUPPORTS SHALL BE PROVIDED @'4'-0" O.C..ALONG THE EXTENSION OF TOP CHORD. CONN: W/3 16d COMMON WIRE (0.162"DIA. X 3.5" LGT) TOE NAILS, 1 q' ® WARMNO.7ar(/b.d-fq-Parametsrs and READ NOTES ON TWS AND INCLUDED AMER REFERENCE PAGE MU -7473 BEFORE USE. Design void for use only with hltf ek connectors. This design is basad only upon parameters shown, and is for an Inc Mduol building component design incorporation of component h responsibility of butlding designer- not miss designer. Bracing shown i! 3x4 CONN. W12 16d COMMON WIRE (016701A, X 3.5" CGT) TOE. NAILS erector. Additional permanent bracing of the overall structure Is the responsibility of the buBding designer: For general guldonce regarding fabrication, quality eonlroL storage, delivery, erection and bracing, consuff ANSI/1P11 Quality Criteria, DSB•89 and BCStl Building Component [� M _I Safety InNnnallon available fromlruss:Plate .trrsihute..50 D'Onolrio Drive: Madison'M 53719. 1t��19�1 640 6.0-0 _ EXT: .2-0.0 2-0-0:. _ EXT.'. EXT.. 200.. :- .• EXT. :: .. 2.0.0 _.... CONN. W13 16d, COMMON WIRE,(0.162"DIA X 3:5".LG'T) TOENAILS 2 1 BOTTOM CHORD LENGTH MAYBE 2'-0°.. - 14 =. ... OR A: BEARING BLOCK. : CONN: W216d COMMON WIRE(Q162"DIA X 3:67 LGT .. Tnn.unue no eva nrrnn.-uurenn veno - ® WARMNO.7ar(/b.d-fq-Parametsrs and READ NOTES ON TWS AND INCLUDED AMER REFERENCE PAGE MU -7473 BEFORE USE. Design void for use only with hltf ek connectors. This design is basad only upon parameters shown, and is for an Inc Mduol building component design incorporation of component h responsibility of butlding designer- not miss designer. Bracing shown 7777 GSuite reenback Lane .m® Citrus Heights, CA; 9581 - Applicability of pornmenters and proper .. Is for lateral support of Individual web members only. Additional temporary bracing to iroure stability during conslruciian h the responsibilily of the erector. Additional permanent bracing of the overall structure Is the responsibility of the buBding designer: For general guldonce regarding fabrication, quality eonlroL storage, delivery, erection and bracing, consuff ANSI/1P11 Quality Criteria, DSB•89 and BCStl Building Component [� M _I Safety InNnnallon available fromlruss:Plate .trrsihute..50 D'Onolrio Drive: Madison'M 53719. 1t��19�1 MARC0 12, 2009 WEB BRACING RECOMMENDATIONS ST-WEBBRACE L-V-Jaa a 00 0 00 a MiTek USA, Inc. MiTek USA, Inc. Page 1 of 1 Bay size shall be measured in between the centers of pairs of diagonals. MAXIMUM TRUSS WEB FORCE (Ibs.)(See note 7) BRACE BAY SIZE 24"O.C. 48"O.C. 72" O.C. 1. DIAGONAL BRACING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE BRACING MATERIAL TYPE BRACING MATERIAL TYPE BRACING MATERIAL TYPE A B C D A B C D C D 10'-0" 1610 1886 1886 2829 3. DIAGONAL BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER, AS THE LATERAL BRACE j MATERIAL. AND SHALL BE INSTALLED IN SUCH A MANNER THAT R INTERSECTS WEB MEMBERS 1 X 4 #2 SRB (DF, HF, SPF) 3143 3143 4715 4715 7074 12'-0' 1342 1572 1572 2358 14'-0" 1150 1347 1 3 47 2021 ' 2-10d (0.131'4') NAILS FOR 2)0 and 2.4 LATERAL BRACES, AND 3-10d (0.131')G') FOR 21Ti LATERAL BRACES. B 2 X'3 #3, STD, CONST (SPF, DF, HF, OR SP) 5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. 1179 6. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING, CONSULT 1006 1179 1768 2358 2358 3536' 1886 1886 2829 18'-0" 894 1048 1048 15724715• 14 3 3 20'-0" 805 943 943 1414 2 X 6 #3 OR BETTER (SPF, DF, HF, OR SP) Bay size shall be measured in between the centers of pairs of diagonals. FOR STABILIZERS: FOR A SPACING OF 24' O.C. ONLY, MITEK'STABILIZER' TRUSS BRACING SYSTEMS CAN BE SUBSTITUTED FOR TYPE A, B, C AND D BRACING MATERIAL. DIAGONAL BRACING FOR STABILIZERS 'ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE. WHERE DIAPHRAGM BRACING IS REQUIRED AT PITCH BREAKS, STABILIZERS MAY BE REPLACED WITH WOOD BLOCKING. SEE 'STABILIZER - Tat IC£ RRnrINr rr,ICTer 1 nTlnnl rl 11— nun aannl PIT C-1—AT-1,1 TRUSS WEB MEMBERS This information is provided as a recommendation to assist in the requirement for permanent bracing of the individual truss web members. Additional bracing may still be required for the stability of the overall roof system. The method shown here is just one method that can be used to provide stability against web buckling. CONTINUOUS LATERAL RESTRAINT 2-10d NAILS (SEE NOTE 4) BUTTE COUNTY BUILDING DIVISION APPROVED GENERALNOTES TYPE BRACING MATERIALS 1. DIAGONAL BRACING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE ROOF AND/OR CEILING DIAPHRAGM. THE DIAPHRAGM IS TO BE DESIGNED BY A QUALIFIED PROFESSIONAL. 1 X 4 IND. 45 SP 2. THESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING 2% OF THE WEB FORCE. A -OR. 3. DIAGONAL BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER, AS THE LATERAL BRACE MATERIAL. AND SHALL BE INSTALLED IN SUCH A MANNER THAT R INTERSECTS WEB MEMBERS 1 X 4 #2 SRB (DF, HF, SPF) AT APPROX. 45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH 2-8d (0.131->2.5-) FOR 1x4 BRACES, 2-10d (0.131"x 3') FOR 2X3,1 and 2x4 BRACES, AND 3-10d (0.131*4") FOR 2x6 BRACES. 4. CONNECT LATERAL BRACE TO EACH TRUSS WITH 2-8d (0.131'X25') NAILS FOR 1X4 LATERAL BRACES, 2-10d (0.131'4') NAILS FOR 2)0 and 2.4 LATERAL BRACES, AND 3-10d (0.131')G') FOR 21Ti LATERAL BRACES. B 2 X'3 #3, STD, CONST (SPF, DF, HF, OR SP) 5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. 6. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING, CONSULT C 2 X 4 #3, STD, CONST (SPF, DF, HF, OR SP) DSB-89 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND BCSI 1 GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 8 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES, JOINTLY PRODUCED BY WOOD TRUSS COUNCIL OF AMERICA and TRUSS PLATE INSTITUTE. —sbc ndustry.cont and—4:Lnst.org D 2 X 6 #3 OR BETTER (SPF, DF, HF, OR SP) 7. REFER TO SPECIFIC TRUSS DESIGN DRAWING FOR WEB MEMBER FORCE. S. TABULATED VALUES ARE BASED ON A DOL. = 1.15 FOR STABILIZERS: FOR A SPACING OF 24' O.C. ONLY, MITEK'STABILIZER' TRUSS BRACING SYSTEMS CAN BE SUBSTITUTED FOR TYPE A, B, C AND D BRACING MATERIAL. DIAGONAL BRACING FOR STABILIZERS 'ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE. WHERE DIAPHRAGM BRACING IS REQUIRED AT PITCH BREAKS, STABILIZERS MAY BE REPLACED WITH WOOD BLOCKING. SEE 'STABILIZER - Tat IC£ RRnrINr rr,ICTer 1 nTlnnl rl 11— nun aannl PIT C-1—AT-1,1 TRUSS WEB MEMBERS This information is provided as a recommendation to assist in the requirement for permanent bracing of the individual truss web members. Additional bracing may still be required for the stability of the overall roof system. The method shown here is just one method that can be used to provide stability against web buckling. CONTINUOUS LATERAL RESTRAINT 2-10d NAILS (SEE NOTE 4) BUTTE COUNTY BUILDING DIVISION APPROVED { Mardh 4, 2013 'T -BRACE / I -BRACE DETAIL ST - T -BRACE �0 aaaa 0 00 0 00 ` �a MiTek USA, Inc. MTek USA, Inc. Page 1 of 1 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 1 x4 or 1x6 10d 8". o.c. 2x4 or 2x6 or 2x8 16d 8" o.c. Note: Nail along entire length of T -Brace / I -Brace (On Two -Ply's Nail to Both Plies) Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 1 x4 (') T -Brace 1 x4 (') I -Brace 2x6 1 x6 (') T -Brace 2x6 I -Brace 2x8 T -Brace • 2x8 I -Brace 2x8 Nails. Brace Size - -for Two -Ply Truss Specified Continuous Rows of Lateral Bracing SPACING Web Size k 1 2 2x4 T -Brace 2x4 I -Brace 2x3 or 2x4 k WEB 2x6 2x6 T -Brace 2x6 I -Brace 2x8 T -Brace 2x8 I -Brace ' --A 2x8 k .. —A ' T -BRACE Nails / Section Detail T -Brace Web Nails Web 1 -Brace . Nails/ x BUTTE COUNTY • BUILDING DIVISION APPROVED T -Brace / I -Brace must be same species and grade (or better) as web member. (') NOTE: If SP webs are used in the truss, 1 x4 or 1 x6 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 IX '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 JANUARY 1, 2009 L=BRACE DETAIL F ST - L -BRACE OO ® MiTek USA, Inc. Page 1 of 1 =00 r i 000 1 0 00 MiTek USA, Inc. ` Nailing Pattern L -Brace size Nail Size Nail Spacing 1x4 or 6 10d 8" o.c. 2x4, 6, or 8 16d 8" o.c. Note: Nail along entire length of L -Brace (On Two -Ply's Nail to Both Plies) Note: L -Bracing to be used when continuous lateral bracing is impractical. L' -brace must cover 90% of web length: . t L -Brace Size } . ` for One -Ply Truss • N . t Specified Continuous " . Rows of Lateral Bracing ` Web Size 1.' 2 Nails , 2x3 or 2x4 ,1 x4 2x6 1 x6 2X8 2X8 ••, } DIRECT SUBSTITUTION NOT APLICABLE. j SPACING • WEB *. k L -Brace Size for Two -Ply Truss • t L -BRACE Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 "• 2x6 2x6 ... M. 2x8 ••• DIRECT SUBSTITUTION NOT APLICABLE. Nails / Section Detail ` Y ' • . ' L -Brace .Web BUTTE COUNTY BUILDING DIVISION APPROVED L -Brace must be same species grade (or better) as web member. 4 JANUARY 1, 2009 SCAB -BRACE DETAIL ST -SCAB-BRACE MiTek USA, Inc. Page 1 of 1 =0 0 D Note: Scab -Bracing to be used when continuous' ' 0 0 lateral bracing at midpoint (or T -Brace) is Imo' impractical. U Scab must cover full length of web +/- 6". MiTek USA, Inc. *** 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 (W X 0.131 ") NAILS SPACED 6" O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER)*AS THE WEB. MAXIMUM WEB AXIAL FORCE = 2500 lbs MAXIMUM WEB LENGTH = 12'-0" SCAB BRACE 2x4 MINIMUM WEBSIZE MINIMUM WEB GRADE OF #3 * Nails / Section Detail E Scab -Brace - Web Scab -Brace must be same species grade (or better) as web member.ldNTY BUILDING DIVISION APPROVED .,STANDARD PIGGYBACK TRUSS CONNECTION DETAIL MII/SAC 4 PAGE 1 OF 1 (MAYBE USED FOR DRAG TRUSSES) GENERAL NOTES: MAY 1 4 2015 y4� �tONIOgg strias Inc. 1. UPLIFT AND LATERAL LOAD CAPACITY OF a THIS DETAIL SHALL BE REVIEWED AND �+ APPROVED BY PROJECT ENGINEER OR NO. C7 QUALIFIED BUILDING DESIGNER. EXP. '1 2. PITCH=12112 MAX 3. MAX CAP TRUSS SPAN = 20'-0" 'J% CIVIL P 4. MAXIMUM SHEAR CAPACITY OR LATERAL LOAD OF TRANSFER BETWEEN PIGGBACK AND BASE TRUSS=160 PIL ^ ® IVARMNO • Der(fy dealgn paramctem and READ NOTES! ON ViTS AND INCLUDED I=SR.REFE77ENCE PADS?W-7473 BF,FORE USE. Design volid for use anly with Nflek conneclors. This design Is based only upon parameters shower and Is for an Individual building component. Applicablilly of design paramenlers and proper Incorporallon of component Is responslblify of building designer- not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the respondbllilly of the 1 .erector. -Additional permanent bracing of the overall siructure Is the responsibility of the building designer. For general guidance regarding fabrication, qually control storage, delivery, erection and bracing, consul[ ANSI/TPII GueBly Cdfeda, VSB•69 and BCSII Building Component Yalaly Inlormallon ozable IromTruss Plate institute, 583 D'Onofrlo Drive. Madison. WI 53719. 7777 Greenback Lane --I& Suite '09 Citrus Helghls,CA. 9561 MReke MAXIMUM UPLIFT SCAB TYPICAL PIGGYBACK TRUSS CONNECTION CAPACITY USING (10) (MAY BE USED FOR DRAG TRUSSES) 10d (0.131" X 3") NAILS: %r 2 x _ x 8'-0^ SIZE TO MATCH * SYP = : 1060 LBS TOP CHORD OF PIGGYBACK 8" x 8 112" x 112" PLYWOOD (or 7/16" OSB) SPF =.. 820 LBS ATTACHED TO ONE FACE OF TOP f/. GUSSET EACH SIDE AT EACH BASE TRUSS DF = 970 LBS CHORD WITH 2 ROWS OF 10d (0.131^ x 3^) J . JOINT OR MAX. 24" O.C. ATTACH WITH HFc; 840 LBS NAILS SPACED ,6" O.C. AND STAGGERED /' ;' 2 -10d NAILS INTO EACH CHORD FROM SPF -S =. 720 LBS f` \ l� EACH SIDE (TOTAL - 4 NAILS EACH CHORD) r MAXIMUM UPLIFT PURLIN CAPACITY USING (2) 16d ` / ,_� ATTACH PIGGYBACK TRUSS 0.131" X 3.5" NAILS: (. ) F TO EACH PURLIN WITH 2 - 16d NAILS TOENAILED.' SYP = 117 LBS . SPF =' 60 LBS DF = 92 LBS HF = 63 LBS SPF -S = 41 LBS BAS TRUSS ' MAXIMUM UPLIFT SHEATHING CAPACITY USING 112" SHEATHING AND (2) 8d (0:'131" X 2.5") NAILS: SPACE PURLINS ACCORDING TO THE MAXIMUM ATTACH EACH PURLIN TO TOP SPACING ON THE TOP CHORD OF THE:BASE CHORD OF BASE TRUSS WITH TRUSS (SPACING NOT TO EXCEED 24' D.C.). SYP = 82 LBS 2 -16d NAILS. A PURUN TO BE LOCATED AT EACH BASE TRUSS JOINT. SPF =* 42 LBS * FOR PIGGYBACK TRUSSES WITH SPANS e-12': DF = 64 LBS HFc: 44 LBS SCAB MAY BE OMMITED PROVIDED THAT: ROOF SHEATHING TO BE CONTINUOUS OVER JOINT SPF -S = 28 LBS (SHEATHING TO OVERLAP MINIMUM 1Y OVER.JOINT) CAP CONNECTION IS MADE TO RESIST UPLIFT. SEE MAXIMUM CONNECTION CAPACITIES AND COMPARE WITH ENGINEERINGDRAWING' VALUES SHOWN ARE BASED ON CONNECTION CAPACITIES FOR SCABS, PURLINS, AND SHEATHING MAY BE COMBINED WHEN LOAD DURATION OF 1.00 DETERMINING OVERALL UPLIFT CAPACITY. IF NO GAP EXISTS BETWEEN CAP TRUSS AND. BASE TRUSS (MAY BE USED FOR DRAG TRUSSES) * 2x_x6'-0"SIZE TOMATCH MAXIMUM UPLIFT GUSSET TOP CHORD OF PIGGYBACK. CAPACITY USING 7/16" GUSSETS ATTACHED TO EACH FACE OF TOP CHORD WITH 2 ROWS OF 10d (0.131.13") AND (4) 1 Od (0.131 " X 3"j NAILS: NAILS SPACED 6" O.C. AND STAGGERED SYP = 300 LBS REPLACE TOE NAILING OF CAP TRUSS TO PURLINS WITH GUSSETS SPF = 276 LBS AS SHOWN, AND APPLY PURLINS TO LOWER EDGE OF BASE DF = 294 LBS TRUSS TOP CHORD AT RECOMENDED SPACING. SHOWN ABOVE. �. HF:c 276 LBS * 8" x 8 112" x 112" PLYWOOD (or 7116" OSB) SPFEW�S^OUNl I �0 GUSSETJOINT MAX.2CH SIDE "EACH BASE ATTACHWITRUSS JOINT OR MAX. 24" D.C.O:CATTACH WITH BUILDING BUILDING DIVISIO 8 2 -:10d NAILS INTO EACH CHORD FROM • � EACH IDE (TOTAL -'4 NAILS EACH CHORD) ` APPROVE P OV E D �. \\ I VALUES SHOWN ARE BASED ON 2x4 PURLINS @ 24" O.C. ATTACHED W12-10 D NAILS I LOAD DURATION OF 1.00 ^ ® IVARMNO • Der(fy dealgn paramctem and READ NOTES! ON ViTS AND INCLUDED I=SR.REFE77ENCE PADS?W-7473 BF,FORE USE. Design volid for use anly with Nflek conneclors. This design Is based only upon parameters shower and Is for an Individual building component. Applicablilly of design paramenlers and proper Incorporallon of component Is responslblify of building designer- not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stability during construction is the respondbllilly of the 1 .erector. -Additional permanent bracing of the overall siructure Is the responsibility of the building designer. For general guidance regarding fabrication, qually control storage, delivery, erection and bracing, consul[ ANSI/TPII GueBly Cdfeda, VSB•69 and BCSII Building Component Yalaly Inlormallon ozable IromTruss Plate institute, 583 D'Onofrlo Drive. Madison. WI 53719. 7777 Greenback Lane --I& Suite '09 Citrus Helghls,CA. 9561 MReke MiTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 9161676-1900 Re: 1604-066 Fax 9161676-1909 Cooper Residence 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: R47294059 thru R47294130 My license renewal date for the state of California is December 31, 2016. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. �4O'�,ON10 h� F%/;c� cum �P� J C 76428 z o' o EXP. 12131I2016 N ..P,� 13U`1 TE COUNTY BUILDING. DIVISION APPROVED May 10,2016 Hernandez, Marcos The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI 1. Job Truss Truss Type - Ory Ply Cooper Residence 25-10-0 28-0-,2 31-10-0 847294059 1604.066 A01 Hip Girder 1 2 Job Reference (optional) SYS I tMS PLUS LUMBEK, ANUS SUN UA 9bW7 I.S4U S119 2U1b MI I ex Industries, Inc. I ue M8yy lU 1:1:U4:UU LUIa Pag e 1 ID:nv2fiuFIA13hODiRG V31wzJZnS-nvFugl51D?CsjjjfECPOyr?tEo6?Lu1D8NGX6wzHstD -,�-0 0.3-0 10 -to -10 15-11.0 za11-b zs-10-0 z8.6 -1z 31-10-0 312]2 1 M 3.334 2-6-1z a-10.1o�— so -6 s-0-6 a-10-10 2-8-iz —I 3-3-4 1-0-0 Scale = 1:57.5 4x4 — NAILED NAILED NAILED NAILED NAILED NAILED 3x8 = 2x4 11 3x8 = 4x4 = 6.00 12 � NAILED NAILED c NAILED NAILED � NAILED 19 18 32 33 17 16 34 15 35 36 14 37 38 13 12 3x6 = .2x4 II 3x8 = NAILED NAILED 4x6 = NAILED 3x8 = NAILED NAILED 2x4 II NAILED 3x8 = 2x4 I1 3x6 = HJC26 2x4 II NAILED NAILED HJC26 NAILED 3.3.4 6-0-0 10.10.10 15.11-0 20.11-0 25-10-0 28-0-,2 31-10-0 X3.44-10.10 5-0-0 4-10-10 2 2-8-;L 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 0.24 Vert(LL) 0.18 15 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.51 Vert(TL) -0.52 15 >735 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.36 Horz(TL) 0.12 10 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) Weight: 345 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-5-8 oc purlins. BOT CHORD 2x6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G REACTIONS. (Ib/size) 2=2273/0-5-8, 10=2272/0-5-8 Max Horz 2=55(LC 8) Max Uplift2=-429(LC 8), 10=-429(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4610/917, 3-4=-4597/971, 4-24=-4062/878, 24-25=4063/878, 5-25=•4066/878, 5-26=-6547/1404, 26-27=-6547/1404, 6-27=-0547/1404, 6-28=-6547/1404, 28-29=-6547/1404, 7-29=-0547/1404, 7-30=-4065/878, 30-31=-4062/878, 8-31=-4061/878, 8-9=-4595/971, 9-10=-4609/917 BOT CHORD 2-19=-812/4097, 18-19=-812/4097, 18-32=1247/5959, 32-33=-1247/5959, 17-33=-1247/5959, 16-17=1247/5959, 16-34=-1247/5959, 15-34=-1247/5959, 15-35=-122215958, 35-36=1222/5958, 14-36=-1222/5958, 14-37=-122215958, 37-38=-1222/5958, 13-38=-1222/5958,12-13=-781/4097, 10-12=-78114097 WEBS 4-18=-256/1631, 5-18=-2213/504, 5-17=0/332, 5-15=-160/712, 6-15=-487/250, 7-1 5=1 601'713, 7-14=0/331, 7-13=2213/503, 8-13=-256/1631 BUTTE OOUNTY BUILDING. DIVISION APPROVED NOTES- (14) 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. 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) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load noncwncurrent 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-M 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) except Qt=1b) 2=429, 10=429. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Use USP HJC26 (With 16d nails into Girder & 10d nails into Truss) or equivalent spaced at 19-9-4 oc max. starting at 6-0-6 from the left end to 25-9-10 to connect truss(es) to front face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. I ►$ �pFESS/OAS OQ ONIO F i C 76428 fl EXP. 12/31/2016 * i ,1 * , \FGF May 10,2016 ® WARNING - Verify design paremetens and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 101032015 BEFORE USE * Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for on individual building component. not es q�• a truss system. Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall pi.q�` building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ry1 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p��iT®k• fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII 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 ob Truss Truss Type - ty Ply Copper Rusiaenoe S. 1�1 ��T®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/TPII Quality Criteria, DSB-89 and BCSI Building Component r Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 847294059 604066 A01 Hip Girder . 2 Job Reference o tional SYS I tMS PLUS LUMbtK, ANUtKSUN UA `JEOU/ + 1.b40 s Apr 1e 201b MI I ex Inaustnes, Inc. Tue Meyy 10 13:04:01 201a Page 2 ID:nv2fiuFIA13hODiRGDV31wzJZnS-F5pGte5f JKjLtHrowwd42X2_OSE4LHyt1T4eMzHstC 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASES) Standard 1) Dead +.Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60,4-8=-60,8-11=-60,2-10=-20 Concentrated Loads (lb) Vert: 4=-76(F) 8=-76(F) 16=-35(F) 18=-365(F) 15=-35(F) 6=-76(F) 13=-365(F) 24= -76(F)25= -76(F) 26=-76(F) 27=-76(F) 28=-76(F) 29=-76(F) 30=-76(F) 31=-76(F) 32=-35(F) 33=35(F) 34=-35(F) 35=-35(F) 36=-35(F) 37=-35(F) 38=-35(F) " t' k / Y i s 1 � ' BUS COUNTY BUILDING DIVISION APPROVED ® WARNING - Vedy design parameters and READ NOTES ON THIS AND INCLUDED Mr7EK REFERENCE PAGE MII-7473 rev. 10/03,2015 BEFORE USE. Design valid far 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 1 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ��T®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/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, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95i Job Truss Truss Type Ory Ply Cooper Residence a truss system. Before use, the building designer must verify the applicability of design parameters cnd property incorporate this design into the overall LOADING (psf) SPACING- 2-0-0 CSI. 847294060 1604-066 A02 Hip 1 1 Vert(LL) -0.13 12 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.48 Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Apr 19 2016 MTek Industries, Inc. Tue May 10 13:04:01 2016 Page 1 ID:nv2fiuFIA13hODiRGDV31wzJZnS-F5pGte5f JKjLtHrowwd42X2HOSi4Gkyt1?4eMzHstC 4-3-4 8�0 13-35 18-0-11 23.10-0 + 27-0-12 31-10_0 32_10.0 10-0 4-34 3-8-12 - 5-35 5-35 5-3-5 38.12 4-34 1-0-0 Scale a 1:57.5 l 4 411 0 4x4 = 3x4 3x4 = 40 = 14 ._ ._ 11 . 3x6 = 3x8 = 4x6 = 3x4 = 3x8 = 3x6 = 0] B-0-0 15-11-0 2310-0 31-10-0 8-0-0 7-11-0 Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 7-11-0 6=-0-0 Plate Offsets (X,Y)— [2:0-2-12,0-1-8],[9:0-2-12,0-1-81 a truss system. Before use, the building designer must verify the applicability of design parameters cnd property incorporate this design into the overall LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.13 12 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.48 Vert(TL) -0.45 11-12 >856 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.65 Horz(TL) 0.13 9 n/a n/a BCDL 10.0 'Code IBC2012fTP12007 (Matrix -M) Weight: 143 lb FT- 20% LUMBER- BRACING - TOP CHORD 2x4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-1-4 oc pudins. 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. (Ib/size) 2=1333/0-5-8,9=1333/0-5-8 Max Horz 2=71 (LC 8) Max Uplift2=-88(LC 5), 9=-88(LC 4) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2331/226, 3-4=-2136/219, 4-5=-1871/210, 5-6=-2524/278, 6-7=-1871/210, 7-8=-2136/219, 8-9=-2331/227 BOT CHORD 2-14=-198/2029, 13-14=-266/2468, 12-13=-266/2468, 11-12=-247/2468, 9-11=-155/2029 WEBS 4-14=9/656, 5-14=-805/186, 6-11=-805/186, 7-11=9/656 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. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-" 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 lb uplift atjoint(s) 2, 9. �OVESSIO& 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. =�QQ�\(�NI� 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. .0 \ 7 J C 76428 z 0 * 1 EXP. 12131/2016 m BUTTE COUNTY BUILDING DIVISION �o�C10- ����Y E �./ FOF CAl-1F May 10,2016 ® WARNING - VeAfy design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 41II.7473 rev. 10/03,2015 BEFORE USE. ■■• Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters cnd property incorporate this design into the overall building d&sign. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing �'�'®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/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, Alexandria. VA 22314. Suite 109 Citrus Hel hts CA 95610 Job Truss Truss Type Ory PlyLcoo"Reference er Residence r 10-0-0 Plate Offsets (X,Y)— [2:0-1-12,Edgej [8:0-1-12 Edge) LOADING(psf) ,247294061 1604-066 A03 Hip 1 1 TC 0.29 Vert(LL) -0'13 13-16 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.53 (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Apr 19 2016 MiTek Industries, Inc. Tue May 10 13:04:02 2016 Page 1 ID:nv2fiuFIA13hODiRGDV31wcJZnS-jHNf5_6HIcSaz1 sl LdSsdG4CsOn9pge56hldBozHstB A-0-0,5.3-4 10-0-0 15-1111 } 21-10-0 2s-6-12 31-10-0 1-0-0 5-3-0 4-8-12 111-0 511-0 4-8-12 53-4 1-0-0 6x6 = 2x4 11 6x6 = Scale = 1:57.5 13 `v „ 11 10 4x5 = 3x4 = 30 = 3x8 = 3x4 = 4x5 = Design valid for use only with MiTek® connectors. This design 6 based only upon parameters shown, and is far on individual building component, not 10.0.0 1511-0 21-10-0 31-10-0 r 10--M 511-0 5.11-0 10-0-0 Plate Offsets (X,Y)— [2:0-1-12,Edgej [8:0-1-12 Edge) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.29 Vert(LL) -0'13 13-16 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.53 Vert(TL) -0.43 13-16 >890 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(TL) 0.11 8 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) Weight: 146 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-4-6 oc puffins. BOT CHORD 2x4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. k WEBS 2x4 OF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1333/0-5-8,8=1333/0-5-8 Max Harz 2=88(LC 8) Max Uplift2=-106(LC 8), 8=-106(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2280/190, 3-4=-1995/158, 4-5=-2046/205, 5-6=-2046/205, 6-7=-1995/158, 7-8=-2280/191 BOT CHORD 2-13=178/1983, 13-20=-94/1728, 12-20=-94/1728, 11-12=-94/1728, 11-21=-39/1728, 10-21=-39/1728, 8-10-103/1983 WEBS 3-13=287/187, 4-13=0/374, 4-11=130/511, 5-11=-436/177, 6-11=-130/511, 6-10=0/374, 7-10=-287/188 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. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by I -M wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. ()FESSIO/V 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 Ib uplift atjoint(s) except (jt=lb) 2=106, Q� '4`F 41, plate 8=106. �CGO ��ONIO h, 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. �i®� n'� J C 76428 �. �� BUILDING DIVISION EXP. 12131/2016 m * APPROVED CIVIC �qT FOF CALL . May 10,2016 ®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 6 based only upon parameters shown, and is far on 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 bracingiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria. 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 TypeQty a truss system. Before use, the building designer must verify the applicability of design parameters and propertyincorporate this design into the overall Ply Cooper Residence - SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud 847294062 1604-066 A04 Hip 1 1 ' MT20 '220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.41 Job Reference (optional) SYSTEMS PLUS LUMBER, . ANDERSON CA 96007 7.640 s Apr 19 2016 MiTek Industries, Inc. Tue Mayy 10 13:04:03 2016 Pagge 1 ID:nv26uFIA13hODiRGDV31wzJZnS-BUxlIK7wWwaRaARDvLz& TdGZg9FYFJEKLl1BjFzHstA FL0.0 1.0-0 .3.d 2 3--0-06-3 4 -02 52 630 6x6 = 4x6 _ Scale = 1:57.6 3x6 = 2x4 II 3.4 = 3x5 = 3x8 = 2x4 II 3x5 = 6.3-0 12-0-0 19-10.0 25-0.12_ 31-10-0 �u 5-n-19 7_1n11 5-A-12 Plate Offsets (X Y)- [7:Edge 0-0-41 ' a truss system. Before use, the building designer must verify the applicability of design parameters and propertyincorporate this design into the overall LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.75 Vert(LL) -0.11 9-11 >999 240 MT20 '220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.41 Vert(TL) -0.40 9-11 >946 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.33 Horz(TL) 0.11 7 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) Weight: 145 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-2-10 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/Std G WEBS 1 Row at midpt 4-9 + MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. ' REACTIONS. (Ib/size) 7=1273/Mechanical, 2=133410-5-8 Max Horz 2=112(LC 8) 1 Max Uplift7=-105(LC 9),2=1125(1_C 8) FORCES.' (Ib) - Max. Comp./Max. Ter1. - All forces 250 (lb) or less except when shown. TOP CHORD .2-3=-2284/169, 3-4=-1847/130, 4-5=-1586/152, 5-6=-1849/131, 6-7=-2288/171 BOT CHORD 2-12=172/1973, 11-12=-172/1973, 10-11=30/1585, 10.19=30/1585, 9-19=-30/1585, 8-9=-79/1977, 7-8=-79/1977 WEBS 3-11=-443/169, 4-11 =0/449, 5-9=0/450, 6-9=-447/171 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Qt=1b) 7=105, 2=125. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. BUTTE COUNTY BUILDING DIVISION APPROVED Q90:ESS/01V44 �o ��.ONIO C 7642$ 0 \� EXP. 12131016 Irl *\ , i 7�* May 10,2016 ® WARNING - VerHy design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for on individual building component, not ' a truss system. Before use, the building designer must verify the applicability of design parameters and propertyincorporate this design into the overall v building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing f1AiTek• 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/7I1 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 Hai hts. CA 95610 Job Truss Truss Type ..•l Qty Pty Cooper Residence Plate Grip DOL 1.15 -,r �- TCDL 10.0 R47294063 1604-066 - A04D Hip Structural Gable 1 1 YES WB 0.45 BCDL 10.0 __ (Matrix -M) , Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Apr 19 2016 MTek Industries, Inc. Tue May 10 13:04:04 2016 Page 1 I D:nv2fiuFIA13hODiRGOV31wzJZnS-ggVPVf8YHEilCKOQT2UKih9XVDXMHgaOZ?EkFhzHst9 6-84 12-10-0 19-0-0 25-1-12 .31-10.0 6.84 �6-1-12 6-2-0 6-1-12 6-84 Scale = 1:56.7 0 m 'k 6x6 = 4X5 = 3x4 = 20 11 ' ' 12 11 30 = 3x8 = 2X4 I I 4x4 = 3x5 = LOADING (psf) SPACING- , 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.35 TCDL 10.0 Lumber DOL 1.15 BC 0.29 BCLL • 0.0 ' Rep Stress Incr YES WB 0.45 BCDL 10.0 Code IBC2012rrP12007 (Matrix -M) LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.t&Btr G WEBS 2x4 OF Stud/Std G DEFL. in (loc) I/def! Ud PLATES GRIP Vert(LL) 0.05 7-8 >999 240 MT20 220/195 Vert(TL) -0.16 8-9 >999 180 Horz(TL) 0.03 _ 6 ' n/a n/a . Weight: 145 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-2 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-M oc bracing, Except: 8-11-3 oc bracing: 7-8. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 9-4-0 except Gt=length) 6=Mechanical, 11=0-3.8. (Ib) - Max Horz 1=102(LC 27) Max Uplift All uplift 100 lb or less atjoint(s) except 1=-295(LC 27), 6=-529(LC 30), 12=-275(LC 27) Max Grav All reactions 250 Ib or less at joint(s) 11, 1 except 1=350(LC 40), 6=978(LC 1), 12=1354(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-592/643, 2-3=-779/462, 3-4=-926/352, 4-5=-1120/664, 5-6=-1680/1032 BOT CHORD 1-12=-607/595, 11-12=-298/286, 9-19=-90/627, 8-19=-287/627, 7-8=-563/1399, 6-7=-872/1478 WEBS 2-12=1239/328, 2-9=-162/900, 3-9=-347/144, 3-8=-202/472, 5-8=-542/200 I$ BUTTE COUNTY BUILDING DIVISION APPROVED NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and fight exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 1-" 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 295 Ib uplift at joint 1, 529 Ib uplift at joint 6, 275 Ib uplift at joint 12 and 295 Ib uplift at joint 1. 9) This truss has been designed for a total drag load of 1600 Ib. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 31-10-0 for 50.3 plf. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ?DFESSIOAq QoNio y��ticz C 76428 fl EXP: 12131/2016 OF May 10,2016 ® WARNING - Verffy design parameter; and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MR -7473 rev. 10/03/2015 BEFORE USE. Design void for use only with MTek® 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 propery 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 iw iT®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/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, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Job Truss Truss Type Qty TCLL Cooper Residence ' 1.15 TC 0.44 TCDL JPly 847294064 1604.066 A05 Roof Special Girder 1 1 NO WB 0.93 BCDL 10.0 Code IBC2012frP12007 (Matrix -M) Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Dqpp 19 2016 MTek Industries, Inc. Tue May 10 13:04:05 2016 Page 1 I D:nv2fiuFIA13hODiRGDV31wzJZnS-8s3nj78A2Xg9gUbcl m7ZFuingdnB00PXofzHn7zHst8 8,y8 14-5$ 19-11.8 ,�21-11-8 2a -11 -6 -?1,`1_11-8{ St 8 3-10-0 WIT 2-0-0 3x5 6x6 = 6.00 12 40 = Scale = 1:49.1 15 14 - - 12 11 lu to -- 2x4 II 3x4 = . 4x6 = 3x8 = 3x4 = 3x5 = 2x8 II 4x5 = JUS26 51-8 8-11-8 14-5.8 19-11-8 21-11-8 24-11.8 5.1-8 3-1b 5-6-0 5-0-0 2�0 3�-0 LOADING (psf) SPACING -2-0-0 ® WARNING - VerHy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MVI -7473 rev. 10/03/2015 BEFORE USE. CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.44 TCDL 10.0 Lumber DOL 1.15 BC 0.70 BCLL 0.0 ' Rep Stress Incr NO WB 0.93 BCDL 10.0 Code IBC2012frP12007 (Matrix -M) DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.10 10-11 >999 240 MT20 220/195 Vert(TL) -0.31 10-11 >951 180 Horz(TL) 0.06 7 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 DF No.18Btr G TOP CHORD BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Stud/Std G BOT CHORD REACTIONS. (Ib/size) 15=1030/0-5-8,7=1508/0-5-8 Max Harz 15=-208(LC 4) Max Uplift15=-70(LC 9), 7=-209(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-737/122, 2-3=-886/177, 3-0=-1073/162, 4-5=-1873/230, 5-6=-3307/413, 6-7=-2819/362,1-15=-985/99 BOTCHORD 14-18=0/616,13-18=0/616,12-13=01616,11-12=-76/1627, 10-11=-330/3241, 9-10=266/2490, 9-19=-272/2544, 7-19=-272/2544 WEBS 2-14=-446/86, 2-12=-105/574, 4-12=-937/222, 4-11=-5/590, 5-11=-1665/262, 5-10=-027/148, 6-10=-194/972, 6-9=-61/519.1-14=-41/804 Weight: 161 Ib FT = 20% Structural wood sheathing directly applied or 3-7-14 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. BUTTE COUNTY BUILDING DIVISION APPROVED NOTES- (12) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-M wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 70 Ib uplift at joint 15 and 209 Ib uplift at joint 7. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Use USP JUS26 (With 10d nails into Girder & 1 Od nails into Truss) or equivalent at 23-0-4 from the left end to connect truss(es) to front face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard '6 &ESSIO& ONiO C 76428 2 Q * EXP: 12,31/2016I� �P T�TFOF CAU � \ Mav 10 901A -, . ----- ® WARNING - VerHy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MVI -7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and it far an individual building component, not �• o truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design info the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing �T®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 BCSI Bunding Component 7777 Greenback Lane Safety Irdorma8on available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 • . { +. • _ ' SYSTEMS PLUS LUMBER, ANDERSON CA 96007 r 7.640 s AAppr 19 2016 MiTek Industries, Inc. Tue May 10 13:04:05 2016 Page 2 ID:nv2fiuFIA13hODiRGDV3lwzJZnS-8s3nj78A2Xg9gUbcl m7ZFuingdnB00PXofzHn7zHst8 'LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 3-5=-60, 5-6=-60, 6-8=-60, 7-15=-20 Concentrated Loads (lb) Vert: 19=-492(F) , • I . a t t 4 4 • BU COUNTY BUILDING DIVISION APPROVED ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must vedfy the applicability of design parameters and property incorporate this design into the overall p p�• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iT®k• is always required for stability and to prevent collapse with possible personal injury and property damage.. For general guidance regarding the i1� fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSI/TPII Quality Cdteda, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandra, VA 22314. suite 109 . ' Citrus Heights, CA 95610 •Truss Truss Type Ory Ply Cooper Residence - - 847294064 1604066 A05 Roof Special Girder Job Reference (optional) Job Truss Truss Type Oty Ply Cooper Residence ' inn iTek' 7.0.8 12-6-0 17-11-8_ , 19-11.8 2411-8 847294085 1604-066 A06 Roof Special 1 1 Suite 109 DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 Job Reference (optional) JYb I tMb FLU, LUMULK, ANUGKJUN UA WWII/ /.a'/u S tl <u io mi i tlR mousaitls, mc. i - a ID:nv2fiul` A13hODiR DV31wzJZnS-8s3nj98A2Xg9gUbc1m4ZFuij_ds3011Xofz n7zHst8 t 0 t 125-0 17-11A s-11-8 2411-8 2rG11� 3-8-0 34.8 5-5.8 5-58 Scale = 1:55.6 4x4 = 2x4 6.00 12 3 14 � � 13 11 10 9 3x4 = 3x5 = 3x4 = 3x4 = 2x4 I I 3x5 = 3x8 = inn iTek' 7.0.8 12-6-0 17-11-8_ , 19-11.8 2411-8 7-0-8 55-8 5 -SIL 2-0-0 5-0.0 LOADING (psf) SPACING- 2-0-0 CSI. Suite 109 DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) -0.06 13-14 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.32 Vert(TL) -0.21 10-11 . >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.84 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code IBC2012rrP12007 (Matrix -M) Weight: 142 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4.8-13 oc purlins, except BOT CHORD 2x4 DF No. 1&Btr G end verticals. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. t MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 14=982/0-5-8,7=1063/0-5-8 Max Horz 14=-222(LC 6) Max Uplift l4=-89(LC 9), 7=-150(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-747/170, 3-4=-785/148, 4-5=-1399/192, 5-6=-1998/266, 6-7=-1774.x219 BOT CHORD 14-18=0/504, 18-19=0/504, 13-19=0/504, 12-13=-4/1190, 12-20=-4/1190, 11-20=-4/1190, , 10-11=-153/1971,9-10=-118/1532,7-9=-117/1535 WEBS 2-13=15/369, 3-13=-54/396, 4-13=-782/213, 4-11=-6/480, 5-11=-858/1E3, 5-10=-458/100, 6-10=-62/710,2-14=-937/92 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. OF ESS10A14�� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 89 lb uplift at joint 14 and 150 lb uplift at Q� . joint 7. c�0 ��ONIO h; 2 8) Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber BUTTE COUNTY C 76428 U 2 � � Z BUILDING, DIVISION EXP. 12131!2016 APPROVED- s�. civil- QFC jv)l-OFC�FO� May 10,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERENCE PAGE MII.7473 rev. 10/03/1015 BEFORE USE. Design valid for use only with Mtiek® connectors. This design is based only upon parameters shown, and is for an individual building component, not o 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 individuol truss web and/or chord members only. Additional temporary and permanent bracing inn iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lana Safety Infonna8on 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 Cooper Residence LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in R47294066 I 1604.066 A07 Roof Special - 1 1 Vert(LL) -0.13 10-12 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 Job Reference (optional) SYS 1 tMS FLUS LUMUhK, ANULKSUN UA ebkxl/ ' npr rn cu i° mi i ert mausuma, inu. n i y i- �° Z1-° a,° ID:nv2fiuFIA13hODiRGDV31.' JZnS-nc9wL9oprzOReAoaTWon6Fn31BSIY9h1 1rKZzHst7 7-0-8 11.8-0 15-11-8 17-11-8 21-2-0 24-11-8 25.11$ 7-0-8 4-5-8 4-5-8 2-M 3.2-12 � 3-9-0 1-00.0 4x5 Scale = 1:53.2 4x4 = 6.00 12 2 13 2x4 II 12 10 9 3x8 = 3x4 = 3x5 = 3x8 = -- 3x5 = Plate Offsets (X,Y)— (7:0-0-8,Edgel Max Horz 13=-222(LC 6) Max Uplift l3=-91(LC 9), 7=148(LC 9) FORCES. (lb) - Max: Comp./Max. Ten. - All forces 250 (lb) or less except when shown. ��� UP�ICM R LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.73 Vert(LL) -0.13 10-12 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.44 Vert(TL) -0.39 10-12 >762 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.64 Horz(TL) 0.04 7 n/a n/a s�: cls,/l� BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) CASN Weight: 138 Ib FT = 20% LUMBER- ®® a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall i�Yo• BRACING - iw iT®k� TOP CHORD 2x4 DF N0.1&Btf G 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 TOP CHORD Structural wood sheathing directly applied or 4-9-5 oc puffins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. r MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 13=983/0-5-8,7=1062/0-5-8 Max Horz 13=-222(LC 6) Max Uplift l3=-91(LC 9), 7=148(LC 9) FORCES. (lb) - Max: Comp./Max. Ten. - All forces 250 (lb) or less except when shown. ��� UP�ICM R (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 ' Ur TOP CHORD 1-2=-808/160, 2-3=-775/151, 3-4=-1 842/301. 4-5=-1389/222, 5-6=-1605/224, BUILDING 6-7=-1771/270, 1-13=-928/124 NG. DIVISION BOT CHORD 11-12=0/1046,11-17=0/1046,17-18=011046,10-18=0/1046. 9-10=-83/1628, �F 7-2=-44/1539 APPRbVED WEBS 2-112=-441378, 3-12=-6761224, 3-10=-147/929, 4-10=-005/199, 4-9=-492/10, � l' 7F,p. C� 5-9=-30/501 1-12=-54/733 ' CU 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. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 ' 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ' ESSIO& 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-M wide will �F fit between the bottom chord and any other members, with BCDL = 10.Opsf. - � Q� O �ONIO \\ 6) A plate rating reduction of 20% has been applied for the green lumber members. � l' 7F,p. C� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 91 Ib uplift at joint 13 and 148 Ib uplift at 7. CU joint 2 8) Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. J Q) C 76428 Z' 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. IX EXP. 12131/2016 • � s�: cls,/l� �TFOF CASN May 10,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 nev. 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 the applicability of design parameters and property incorporate this design into the overall i�Yo• building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iT®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/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, Alexandria, VA 22314. - - Suite 109. _ Jqb Truss Truss Type Qty Ply Cooper Residence R47294067 1604066 A08 Roof Special 1 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP Job Reference (optional). SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Apr 19 2016 MiTek Industries, Inc. Tue Mey 10 13:04:07 2016 Page 1 ID:nv2fiuFIA13hODiRGDV3lwzJZnS-4FAX8hAQa95s3oIT8B11 KJnypRXcU7mgFzSOsOzHst6 7.0.8 11-1-12 153-0 17-3-0 20-10-0 2411-8 3.71 4-1-8 1.041 Scale = 1:53.2 4x4 = 4x5 6.00 F112 13 12.. _.. ._ 10 9 2x4 II 3x8 = 3x4 — 3x5 = 3x8 = 3x5 = 7 153-0 L7-3-024-11-8 7�8 8-2-8 2.0-0 7-8-8 Plate Offsets (X,Y)— r7:0-0 B,Edgel building design. Bracing indicated is to prevent buckling of individual truss web and/or chord memoers only. Additional temporary and permanent bracing LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP r TCLL 20.0 Plate Grip DOL 1.15 TC � 0.73 Vert(LL) -0.10 10-12 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.38 Vert(TL) -0.31 10-12 >949 180 r BCLL' 0.0 ' Rep Stress Incr YES WB 0.62 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) Weight: 139 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-11 oc purlins, BOT CHORD 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 guide. REACTIONS. (Ib/size) 13=983/0-5-8, 7=1062/0-5-8 Max Harz 13=-222(LC 6) Max Upliftl3=-91(LC 9), 7=148(1_C 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-806/161, 2-3=-766/154,3-4 1718/293, 4-5=-1344/219, 5-6=-1561/219, 6-7=-1762/273, 1-13=-925/126 BOT CHORD 11-12=0/1008,11-17=0/1008,17-18=0/1008,10-18=0/1008, 9-10=-6511517, 7-9=-176/1531 WEBS 2-12=-49/377, 3-12=-064/217, 3-10=-151/877, 4-10=-017/191, 4-9=390/7, 5-9=-20/472, 1-12=-561731 BUTTE COUNTY BUILDING DIVISION APPROVED 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-M 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 91 Ib uplift at joint 13 and 148 Ib uplift at joint 7. 8) Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. , , QF.ESS10A'4 c`oQPONIO h�F.�,Gt G 7642$ Z �10 t7 * � EXP. 12;31!2016 'Tf sN C10-OFCALIF May 10,2016 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED Mn'EK REFERENCE PAGE Mll-7473 rev. 10/03,2015 BEFORE USE Design valid for use only with MiTek® connectors. This design B 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 memoers 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 BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hel hts CA 95610 JQb r Truss Truss Type Qty Ply Cooper Residence Plate Offsets (X Y)— [7:0-0-12,0-0-21 LOADING(psf) SPACING- 2-0-0 CSI. 1247294068 1604066 A09 Roof Special 1 1 ' 9-17 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.45 Job Reference (optional) 5YSTEM5 PLU5 LUMBER, ANULK5UN UA UbUU/r.09Us r is telo—ex mousmes, mc. iue ma ru ra:uv:ur colo rage r ID:nv2fiuFIA13hODiRGDV IwzJZnS-4FAX8hA0a95s3o178Bll JnO6RWU1ZgFzSOsOzHst6 5.3_8 8-9-8 13-3-0 , 15.3-0 19-10-0 2411-8 3"5.3.8 3-0-0 458 2-M 47-0 5-1-8 1-0-0 3x5 6x6 = 6.00 52 4x4 = Scale = 1:49.5 14 13 '- - 11 lU a 2.4 11 3x4 = 30 = 30 = 3x4 = 3x6 = I$ 3x8 = -9-8 13-3-0 _ 153-0 24-11-8 Plate Offsets (X Y)— [7:0-0-12,0-0-21 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft, Ud PLATES GRIP TCLL. 20.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.11 9-17 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.45 Vert(TL) -0.35 9-17 >863 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.50 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix -M) Weight: 150 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-0-7 oc puffins, except BOT CHORD 2x4 DF No. 1&Btr G 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) 14=982/0-5-8, 7=1063/0-5-8 Max Harz 14=-211(LC 6) Max Uplift 14=-68(LC 9), 7=143(1_C 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. COUNTY TOP CHORD 1-2=-702/122,2-3=-799/172, 3-4=-955/158, 4-5=-1255/207, 5-6=-1423!193, BUTTE fr7=-1716/270,1180 35/97 BOT CHORD 13-18=0/581, 12-18==0//581, 11-12=0/581, 10-11=-12/1252, 9-10=-8/1211, 7-9=163/1485 BUILDING DIVISION WEBS 2-13=X12182, 2-11=-103/512, 4-11=-675/177, 5-9=0!369, 6-9=-305/17B. 1-13=37/752 NOTES- (9) APPROVED 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-M wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. ESS 6) A plate rating reduction of 20% has been applied for the green lumber members. OF. O/ 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 14 and 143 Ib uplift atOQ� 44 .ONTO yCi joint 7. � .���' 7 8) Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this 9) WARNING: Engineering is truss is fabricated by Systems Plus Lumber Co. truss. void unless 2 rt1 C 76428 z J ;:0 0 EXP. 12131/2016 * CIVIC �P T�TFOFCM- May 10,2016 ® WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII.7473 rev. 10/0312015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not ®® Iva 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 memters only. Additional temporary and permanent bracing MiTek" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems. see ANSI/TPII Qua0ty Criteria, DSB-89 and BCS/ Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 Citrus Hei hts. CA 95610 Job - / Truss Truss Type CSI. DEFL. Cooper Residence (loc) I/deft L/d �Qty �Ply� 847294089 1604066 A10 Roof Special 1 1 240 TCDL 10:0 Lumber DOL 1.15 BC 0.26 Vert(TL) Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Apr 19 2016 MiTek Industries, Inc. Tue May 10 13:04:08 2016 Page 1 ID:nv2fiuFIA13hODiRGDV31wzJZnS-YRkwL1B2LSDjhyKBiuYGtXKgruoDV? UdCyOSzHst5 410-8 9-2-8 12-10-0 14-10-0 19-7-8 2411-8 410.8 4-0-0 3-7-8 2-0-0 - 49� 5-4-0 3x5 6x6 = 6.00 12 4x4 = Scale: 1/4"=1' 15 ' 14 '- "- 11 11 lu e 2x4 I I 30 = 30 = 3x8 = 3x4 = 3x4 = 2x4 11 3x5 = 410-8 9-2-8 12-10-0 , 1410-0 19-7-8 2411-8 410$ 4-0-0 3-7-8 2-0-0 49$ 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.04 '10 >999 240 TCDL 10:0 Lumber DOL 1.15 BC 0.26 Vert(TL) -0.15 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.43 Horz(TL) 0.04 7 n/a n/a BCDL 10.0 Code IBC2012frP12007 (Matrix -M) LUMBER - TOP CHORD 2x4 DF No.18Btr G BOT CHORD 2x4 DF No.18Btr G WEBS 2x4 DF Stud/Std G REACTIONS. (Ib/size) 15=984/0-5-8.7=1061/0-5-8 Max Horz 15=-208(LC 6) Max Uplift 15=-60(LC 9), 7=-144(LC 9) PLATES GRIP MT20 • 220/195 Weight: 153 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-11-9 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 quide. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. + TOP CHORD 1-2=-076/111, 2-3=-842/167, 3-4=-990/159, 4-5=-1206/191, 5-0=-1380/193, 6-7=-17611214,1-15=-942/87 BOT CHORD 14-19=0/565,13-19=0/565,12-13=0/565,11-12=0/1205, 10-11=0/1172,9-110=111/1518, 7-9=-111/1518 WEBS 2-14=-438/92,2-12=-98/538,4-12=-631/160,5-10=21/301, 6-10=-393/130, 1-14-38/764 BUTTE COUNTY BUILDING DIVISION APPROVED 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 1-M 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 60 Ib uplift at joint 15 and 144 Ib uplift at joint 7. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ()F.ESS!O/yq -�ON10 yF��c2 G 76428 Q. EXP. 12131!20.16 m Till * . C.IVIt �FOF CAU May 10,2016 ® WARNING - Verify 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 ��at 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 iw iT®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/Till Quality Criteria. DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information ava0able from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 Jpb I Truss Truss Type Qty Ply Cooper Residence 2-10.8 8.0.8 13-2-8 18-9-12 24-11 2-10.8 5.2-0 5:2.0 5-7-0 6-1-12 LOADING (ps{ 247294070 1604-066 All Hip 1 1 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.04 8-9 >999 240 MT20 220/195 TCDL 10.0 Job Reference (optional) SYSI EMS PLUS LUM13hK. ANUERSUN UA 9e1KI/ 1.b4U a Apr 19 2U1S MI I ex Inausmes, Inc. I ue Mey lU 1J:u4:u9 2Ulb Page 1 I D:nv2fiu F IA13hODi RG DV31wzJZn S-Oe11ZN Bg6mLa ISvN Gb4VPktPFE F6yyu7jHxVxuzHst4 r 2-10.8 73-2-t1 1&9-72 24-712 25-11-9 2-10.9 52-0 5.2-0 5-74 6-1-12 1-0-0 1 Scale = 1:45.9 6.00 12 6x6 = ' 2x4 II 6x6 = " 3x4 4 16 13 12 11 9 B 2x4 II 3x4 = 3x4 3x4 = 2x4 II - 3x5 = 4x8 = 2-10.8 8.0.8 13-2-8 18-9-12 24-11 2-10.8 5.2-0 5:2.0 5-7-0 6-1-12 LOADING (ps{ SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.04 8-9 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.25 Vert(TL) -0.15 8-9 >999 180 * BCLL 0.0 ' Rep Stress Incr YES WB 0.38 Horz(TL) 0.04 6 n/a n/a May 10,2016 BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) I a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall Weight: 139 Ib FT = 20% LUMBER- BRACING - iTek' TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-11-7 oc purlins, except BOT CHORD 2x4 DF No. 1&Btr G 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) 13=982/0-5-8, 6=1063/0-5-8 Max Horz 13=-197(LC 6) Max Uplift 13=-76(LC 4), 6=-120(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BUTTE TOP CHORD 1-2=-478/84, 3-4=-945/108, 4-5=-1256/125, 5-6=-1724/157, COUNTY2-3=945/108, 1-13= BOT CHORD 12-17=--1014510/45 3, 11-17=10/453, 10-11=0/1048, 10-18=0/1048, 9-18=011048, BUILDING •DIVISION 8-9=-51/1477, 6-8=-51/1477 WEBS 2-12=-620/141, 2-11=-114/798, 3-11=-372/155, 4-9=-16/390, 5-9=-484/161, APPROVED 1-12=93/812 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. Il; Exp C; enclosed; MWFRS , (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.' 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-M wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. (y.ESSIO 6) A plate rating reduction of 20% has been applied for the green lumber members. Q��� �2C 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 76 lb uplift at joint 13 and 120 lb uplift at ��� 1��ON10 ti joint 6. 8) Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co.J C 7642 8 Z � II EXP. 12;31/2016 07 * CIVIL. FO.F CAI. May 10,2016 ® WARNING - verify design paremetens and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/032015 BEFORE USE. ' Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and 4 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, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Irdormotion available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 JQb Truss Truss Type Oty 2-10.8 7-2-0 Cooper Residence r 9-40 Plate Offsets (X,Y)— (7:0-0-12,0-0-21 JPly� Rd7294071 1604066 Al2 Hip 1 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.17 Vert(LL) -0.11 9-16 >999 240 Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Apr 19 2016 MITek Industries, Inc. Tue May 10 13:04:09 2016 Page 1 I D: nv2fiu FIA13h O DiRGDV 31wzJZnS-Oe I IZN Bg6m La 15vNGb4V PktR2E BoysM7jHxVxuzHst4 2-10-8 7-7-13 12-5-3 17-2-8 21-9-12 26-11$ 27-11.8 2-10.8 4-35 4-35 4-35 4-7-4 5-1-12 11-0-0 6.00 12 4.4 = 3x4 = 3x4 = 4x4 = Scale = 1:49.0 13 12 9 2x4 II 4x8 = 3x4 = 3x4 = 3x8 = 3x6 = 2-1 D-8 1D-" 17-2-8 26-11-8 2-10.8 7-2-0 7-2-0 9-40 Plate Offsets (X,Y)— (7:0-0-12,0-0-21 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 0.17 Vert(LL) -0.11 9-16 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.46 Vert(TL) -0.35 9-16 >918 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.80 Horz(TL) 0.06 7 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) Weight: 138 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, except BOT CHORD 2x4 DF No.1 &Btr G 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 quide. REACTIONS. (Ib/size) 13=1062/0-5-8,7=1143/0-5-8 Max Horz 13=-159(LC 6) Max Uplift 13=-98(LC 4), 7=103(1_C 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-627/97, 2-3=541/97, 3-4=-1382/169, 4-5=-1369/158, 5-6=1599/159, 6-7=-1885/182, 1-13=-1059/94 BOT CHORD 12 -17=-120/1210,11-17=-120/1210,10-11=-120/1210,10-18=-118/1481, 18-19=-118/1481,9-19=-118/1481,7-9=-105/1635 WEBS 3-12=947/175, 3-10=0/390, 4-9=-261/127, 5-9=0/432, 6-9=-291/183, 1-12=-102/909 BUTTE COUNTY BUILDING DIVISION APPROVED 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-M 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 98 Ib uplift at joint 13 and 103 Ib uplift at joint 7. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. �OVESS10A14 Q ,,� o►vio C %64.28 z t7 * EXP. 12131/2016 S1� CMI �TFOFCAME May 10,2016 ® WARNING - Verily design Parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE 01111.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall Inv I�• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iViiT®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/TPII Quality Criteria, OSB -89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 223' 4. Suite 109 Citrus hts CA 95610 pia Truss Truss Type Oty Ply Cooper Residence Plate Grip DOL 1.15 TC 0.56 TCDL 10.0 847294072 16D4 -D66 A13 Hip 1 1 ' WB 0.71 BCDL 10.0 Code IBC2012lrP12007 (Matrix -M) Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Apr 19 2016 MITek Industries, Inc. Tue May 10 13:04:10 2016 Page 1 I D:nv2fiuFIA13hODiRGDV31wzJZnS-UgsgmjCJt4TRwFUapJbkyyPWieZyhK3Gxxh2TLzHst3 0-104 6- _1412.8 229-12 2&11--8 27-11-� .6-1 0-d 6-0-12 12.8 6-0-12 3-7-4 r--4-1-12 11-00-0 6.00 12 6x6 = 3x4 = e.a 11 2x4 II 6x6 = Scale = 1:49.2 14 1J 1L lu 9 5x6 II 06 = 3x5 = 3x8 = 3x4 = 3x5 2x4 11 0 -10 -Br 6-11-4 13-1-12 t 19-2.8 26-11-8 i 0-1. 6 12 &2-8 6.0-12 7-40 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.56 TCDL 10.0 Lumber DOL 1.15 BC 0.34 BCLL 0.0 ' Rep Stress Incr YES WB 0.71 BCDL 10.0 Code IBC2012lrP12007 (Matrix -M) DEFL. in floc) I/deft Ud PLATES GRIP Vert(LL) -0.09 9-10 >999 240 MT20 220/195 Vert(TL) -0.3012-13 >999 180 Horz(TL) 0.06 7 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 Stud/Std G *Except* BOT CHORD 1-14: 2x4 DF No.2 G REACTIONS. (Ib/size) 14=1063/0-5-8,7=1142/0-5-8 Max Harz 14=-147(LC 6) Max Uplift 14=-153(LC 4), 7=-84(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-255/58, 2-3=-1509/235, 3-4=-1922/281, 4-5=-1924/282, 5-6=-1745/202, 6-7=-1929/207, 1-14=-370/31 BOT CHORD 11-12=-182/1507, 10-11=-182/1507, 9-10=-103/1527, 7-9=-138/1674 WEBS 2-13=-664/214, 2-12=-258/1605, 3-12=679/208, 3-10=-75/488, 4-10=-399/167, 5-10=147/549, 5-9=0/291 Weight: 133 Ib FT = 20% Structural wood sheathing directly applied or 4-5-12 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing IL be installed during truss erection, in accordance with Stabilizer Installation guide. BUTTE COUNTY BUILDING DIVISION APPROVED 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.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 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-M wide will fit between the bottom chord and any other members. �OF.ESS'OA/ 6) A plate rating reduction of 20% has been applied for the green lumber members. OQ 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 153 Ib uplift at joint 14 and 84 Ib uplift at ON'O � ��' 611 joint 7. 8) Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co.TIN J C 76428 Z I 0 EXP. 12131/2016 m' May 10,2016 ® WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/0312015 BEFORE USE. R Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not q• a truss system. Before use, the building designer must verify the applicability of design parameters and p:•operly 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 �iT®k• is always required for stability and to prevent collapse with possible personal injury and property damage. For genera; guidance regarding the 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, Alexandria, VA 22314. Suite 109 Citrus Hol his CA 95610 J,ob , i Truss Truss Type Qty Ply Cooper Residence 5.1-14 2-7-0 3-1-12 Plate Offsets (X,Y)— [7:0-5-4,0-2-51 11-31=-948/4653, 31-32=-948/4653, 32-33=-948/4653, 10-33=-948/4653, 847294073 1604-066 A14 HalfHip Girder 1 2 Job Reference (optional) bTb I CMJ VLUb LUMb LK, ANUCKbUN VA ebW 1 r.b4U 3 Apr le zUlb MI I eK inaustries, mc. I ue Mayy lU 13:U9:11 zUla "T 1 ID:nv2fiuFIA13hODiRGDV31wzJZnS-RD QBPEZOhj99ZdyxkdClNVxTSES9HfLPFAXDzHstl 55-0 10.9-0 16-0-10 21-2-8 21%2 26.11-8 27-11-8 X6.5.6 53-10 5-3-10 5-1-14 2-7-0-3-1-12 11-01.0 NAILED NAILED NAILED 2x4 11 NAILED 4x8 = NAILED NAILED 2x4 II "NAILED NAILED NAILED 4x6 = 3x8 = NAILED NAILED 5x6 = Scale: 1/4"=1' 14 26 27 1J 28 29 12 30 11 31 32 33 10 '34 35 9 4x4 = NAILED 2x4 II 06 = 4x8 = NAILED 2x4 11 NAILED 3x4 3x5 = NAILED NAILED NAILED NAILED NAILED NAILED NAILED HJC26 556 10.9-0 16.0.10 21-2-8 239-12 26-11-8 5.5.6 5-3-10 BOT CHORD 14-26=-628/3037, 26-27=-628/3037, 27-28=-028/3037, 13-28=-628/3037, 5.310 5.1-14 2-7-0 3-1-12 Plate Offsets (X,Y)— [7:0-5-4,0-2-51 11-31=-948/4653, 31-32=-948/4653, 32-33=-948/4653, 10-33=-948/4653, LOADING (psf) SPACING-, 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) -0.0910-11 >999 " 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.40 Vert(TL) -0.28 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.51 Horz(TL) 0.07 7 n/a n/a BCDL 10.0 Code IBC2012lrP12007 (Matrix -M) Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Weight: 315 Ib FT = 20% LUMBER- Q� 44 ON IO BRACING - �O \ Ci TOP CHORD 2x6 DF No.2 G 'Except' . TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins, except 6-8: 2x4 OF No.1&Btr G U C7642 8 y end verticals. BOT CHORD 2x6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Stud/Std G 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 live load 20.Opsf the bottom in 3-6-0 REACTIONS. (Ib/size) 14=1815/0-5-8,7=1845/0-5-8 a of on chord all areas where a rectangle tall by 1-M wide will Max Harz 14=-108(LC 4) fit between the bottom chord and any other members. Max Uplift 14=-395(LC 4), 7=-348(LC 9) 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 395 Ib uplift at joint 14 and 348 Ib uplift at joint 7. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-4545/972, 20-21=-4545/972, 3-21=-4545/972, 3-22=-4545/972, 4-22=-4545/972, 4-23=-4545/972, 5-23=-4545/972, 5-24=-3233/692, 24-25=-3227/692, 6-25=-3225/691, BUTTE G(�UIV� 6-7=-3720/764 v ` �l�v./ BOT CHORD 14-26=-628/3037, 26-27=-628/3037, 27-28=-028/3037, 13-28=-628/3037, BUILDING DIVISION 13-29=-028/3037, 12-29=-628/3037, 12-30=-028/3037, 11-30=-628/3037, 11-31=-948/4653, 31-32=-948/4653, 32-33=-948/4653, 10-33=-948/4653, 10-34=-948/4653, 34-35=-948/4653, 9-35=-94814653, 7-9=-630/3292 APPROVED WEBS 2-14=3326/729, 2-13=0/359, 2-11=-365/1682, 3-11=-490/243, 5-10=0/327, 5-9=-1667/401, 6-9=-181/1261 NOTES- (14) 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, 2x6 - 2 rows staggered 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. �F ESS/ON 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 to distribute only loads noted indicated. Q� 44 ON IO provided as (F) or (B), unless otherwise 3) Unbalanced roof live loads have been for this design. �O \ Ci considered 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 . Qj_ (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 U C7642 8 y fn 5) Provide adequate drainage to prevent water ponding. .J Z ;7 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 live load 20.Opsf the bottom in 3-6-0 41! EXP. 12/31/2016 ^� a of on chord all areas where a rectangle tall by 1-M 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 395 Ib uplift at joint 14 and 348 Ib uplift at joint 7. J CIVIL .9 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. QFC 11) Use USP HJC26 (With 16d nails into Girder & 1 Od nails into Truss) or equivalent at 21-2-2 from the left end to connect truss(es) to back face of bottom chord. AA... where han er is in contact with lumber. Ivtay I v,cv I v ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/032015 BEFORE USE Design valid for use only with MRek® connectors. This design B 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 I V I is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the �ppiTe k, 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 Hal hts. CA 95610 ,lob Truss Truss Type Qty Ply Cooper Residence ? " 604.066 A14 Half Hip Girder 1 2 R47294073 Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 - 7.640 is Apr 19 2016 MTek Industries, Inc. Tue May 10 13:04:12 2016 Page 2 ID:nv2fiuFIA13hODiRGDV31wzJZnS-RD QBPEZOhj99ZdyxkdClNlVxlTSES9HfZPFA9XDzHst1 NOTES- (14) 13) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails. For more details refer to MiTek's ST -TOENAIL Detail. 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-8=-60, 7-14=-20 Concentrated. Loads (lb) Vert: 4=71(B) 9=-339(8) 6=-70(B) 17=71(B) 18=-71(B) 19=-71(B) 20=-71(B) 21=-71(B) 22=-71(B) 23=-70(B) 24=-70(B) 25=-70(B) 26=-34(B) 27=-34(B) 28=-34(B) 29=-34(B)30=34(B)31=-34(B)32=-34(B)33=-33(B)34=-33(B)35=-33(B) - y L M ' t BUTTE COUNTY L p . BUILDING. DIVIBION APPROVED 1 , ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE ■ Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an Individual building component, not • 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 buclding of individual truss web and/or chord members only. Additional temporary and permanent bracing IT®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/TPII Quality Criteria, DSB-e9 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 CA 95610 1 40b Truss Truss Type Qty PlyCooper Residence R47294074 1604-066 B01 � California Girder 1 1 Job Reference (optional) sTs I ems VLus LUMULK, ANUCKSUN cA etx%I/ 1.6 u a Apr le zuib m i eK Inaustnes, mc. I u9 mayy 1u 13:u4:13 zu1b rage I D:nv2fiuFIA13hODiRGDV31wzJZnS-vPXpOkFB97rOnjC8VR8Raa17yseMuoAjevvj4fzHstO 1-0.0 3.6-12 0.4-1 2-4-2 -1 3.6-12 190 Scale = 1:27.7 5x8 = 4x4 Special 2X4 II 11 NAILtU 4 3x4 _ 3x6 NAILLU _ NAILtU 6 — — 2x4 I I 3x4 = NAILED NAILED 0�r8 3-0-12 6-8.12 10-3-8 QS8 3-0-0 3-2-0 .3.6-12 Plate Offsets (X,Y)- [4:0-4-3,0-1-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL: in floc) I/deft• Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.18 Vert(LL) 0.01 9 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.10. Vert(TL) -0.02 9-10 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.24 Horz(TL) 0.00 8 - Na, ' n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) Weight: 75 Ib FT = 20% LUMBER- BRACING- - TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 DF No.2 G 4 end verticals. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: ll oc bracing: 10-11. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. _ REACTIONS. (Ib/size) 8=680/0-5-8,11=790/0-5-8 Max Holz LC 7) Max Uplift8=-246246(LC 9), 11=-287(LC 8) FORCES. (Ib) -Max. CompJMax. Ten. -All forces 250 (Ib) or less except when shown. IVISI®� TOP CHORD 3-4=-483/229, 4-13=-438/229,13-14=-434/227, 5-14=-426/224_ , 5-6=-532/229, SUILbigd p 6-8=-638/253 /� A1u���� BOT CHORD 10-16=-219922,16-17=-219/422,17-18=-219/422,9-18=-219/422 �,® WEBS 4-10=-277/154, 3-10=-223/538, 3-11=-604/251, 6-9=-200/487 H 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. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent 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-" tall by 1-M wide will fit between the bottom chord and any other members. SOF ESS'Q& - 6) A plate rating reduction of 20% has been applied for the green lumber members. Q 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 246 Ib uplift at joint 8 and 287 Ib uplift at 5C`O �CONIQ joint 11. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails. For more details refer to MiTek's ST -TOENAIL Detail. U U C 76428 -7 m 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 226 Ib down and 157 Ib up at --1 r 348-8, and 56 Ib down and 112 Ib up at 5-1-12, and 218 Ib down and 158 Ib up at 6-3-14 on top chord. The design/selection of such EXP: 12!31!2 6 connection device(s) is the responsibility of others. * �y N, 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard T'9� ftL�\P FOF CA0F� May 10,2016 A WARNING - VerW design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 ray. 10/03/2015 BEFORE USE Design valid for use only with Mnek® 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 p is always required for stability and to prevent collapse with possible personal injury and property damcge. For general guidance regarding the M iT®k• 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, Alexandria. VA 22314. Suite 109 ,(ab I Truss Truss Type Qty PlyCooper Residence R47294074 1604.066 B01 California Giller T 1 Job Reference o tional 5Y5 hM5 YLU5 LUM MM, ANUtt<5UN UA UbUU( • /.a4U S r lu LUIti MI I ex ,nou""as, IAC. I ue Ma l V 1J:V9:13 LUIa Ya L ID:nv2fuFIA13hODiRG V31wzJZnS-vPXpOkFB97rOnjCBV BR5a17yseMuoAjewj4fzHstO LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-4=-60, 4-5=-60, 5-6=-60, 6-7=-60, 8-12=-20 . Concentrated Loads (Ib) Vert: 4=2011 13=-44 14=-196(F) 15=-14(F) 16=-20(F) 17=-21(F) 18=-20(F) 19=-14(F) 1 i ' 1, - • ' r r 1 1 s I _ • 4 1 t • BUTTE COUNTY BUILDING DIVISION = APPROVED, ® WARNING - Verify daslgn parameters and READ NOTES ON THIS AND INCLUDED Mf7EK REFERENCE PAGE M11•7473 rev. 10/03/2015 BEFORE USE- Design SEDesign valid for use only with MiTek® connectors. This design 6 based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M(T®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/1P11 Quality Criteria, DSB•89 and BCSI Bunding Component 7777 Greenback Lane Safety Irdormanon available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 4 .(ob , . Truss Truss Type Qty Ply Cooper Residence , TOP CHORD 2x4 OF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except BOT CHORD 2x4 DF No.1&Btr G end verticals. 847294075 1604-066 B02 Common 1 1 REACTIONS. (Ib/size) 5=386/0-5-8,,7=414/0-5-8 Max Harz 7=-103(LC 4) Max Uplifts=-39(LC 9), 7=-41(LC 8) Job Reference (optional) era I cmar Uu LaMocrt, n u=nau. un aow/ /.C34U S r 1U 2U,a MI I ek InauSmeS, Inc. IUe M8y 10 13:04:14 2016 PBga 1 ID:nv2fiuFIA13hODiRG V31wzJZnS-Nb5Bc4FpwltPtnL29fg6oaEFF_LdHcssZfGc6zHst7 51-12 10-3-8 5-1-12 5-1-12 4x4 = 3x8 = U 5 2x4II Scale: 3/8"=1' LOADING (psi) TCLL 20.0 TCDL - 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2012/FPI2007 CSI. TC 0.33 BC 0.12 WB '0.10 (Matrix -M) DEFL. in (loc) I/deft Lld Vert(LL) -0.01 5-6 >999 240 Vert(TL) -0.04 5-0 >999 180 HOrz(TL) 0.00 5 n/a n/a PLATES GRIP MT20 220/195 Weight: 60 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 puffins, except BOT CHORD 2x4 DF No.1&Btr G 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) 5=386/0-5-8,,7=414/0-5-8 Max Harz 7=-103(LC 4) Max Uplifts=-39(LC 9), 7=-41(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-313/61, 3-4=320/57, 4-5=-340/64 WEBS 2-7=-454/160 NOTES- (8) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu1t=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) 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-" 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 39 Ib uplift at joint 5 and 41 Ib uplift at joint 7. ' 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 9O�ESJrIQ/1✓'Q c<OQ :ONIO 1F2 BUTTE COUNTY J � C 7642`8 �. � BUILDING DIVISION � EXP. 12,31/2016 ^T APPROVED- * �CjV►II,. ,P T OFC �FO� May 10,2016 ® WARNING - Verily 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'a for on 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 cnly. Additional temporary and permanent bracing is �iT®k- 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 ANSIM111 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Job Truss Truss Type Qty Ply Cooper Residence CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 R47294076 1604-066 B03 Common 1 t Lumber DOL 1.15 BC 0.12 Vert(TL) -0.04 4-5 >999 180 BCLL 0.0 ' Job Reference (optional) SYSTEMS PLUS LUMkiER, ANUEHSUN UA 91500/ /.e4U 5 r 19 !Ula MI I ex IneUStr10S, InC. 1 ue MBy lU 13:04:14 ZUiti Pege 1 ID:nv2fi,FIA13h6U,RG V31wzJZnS-Nb5Bc4FpwlztPtnL29fg6oaEGF_LdHbssZfGc6zHst4 4-7-0 9-9-0 4-7-4 5-1-12 Scale = 1:32.7 3x4 40 = 6.00 12 2 6 2x4 I I ' 4 7-0 3x8 = 4 2x4 II 9-9-0 5-1-12 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.01 4-5 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.12 Vert(TL) -0.04 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix -M) Weight: 53 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.1 &Btf G end verticals. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Tel recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 6=378/0-5-8, 4=378/0-5-8 Max Horz 6=-11O(LC 4) Max Uplift6=-38(LC 8), 4=-39(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-302/60, 2-3=-311/53, 1-6=-340/58, 3-4=-332/63 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; 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 3-0-0 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 38 Ib uplift at joint 6 and 39 Ib uplift at joint 4. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�OFESS/O/V -i5 0NIO y��ilic2 w � C 76428 �. BUTTS COUNTY EXP. 12/31/2016 BUILDING DIVISION APPROVED LrT �TFOFC ALIF May 10,2016 ®WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/0312015 BEFORE USE Design valid for use only with MiTek® connectors. this design is based only upon parameters shown, and is for on individual building component. not �• a truss system. Before use, the building designer must verify the applicabtltry of design parameters and properly incorporate this design into the overall ' building design. Bracing indicated'Is to prevent bucking of Individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/1PI1 Quality Criteria, DSE-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 lob Truss Truss TypeQ 46 47 12 48 49 Plyty Cooper Residence I/deft Ltd " 2x4 I 4x4 = 4x5 = NAILED 'NAILED 4x12 = R47294077 1604-066 C01 Half Hip Girder 1 2 Job Reference (optional) JTJ I CMJ r'LUJ LUMCCK, AKUCKJUN VA UbMI - —' S Apr' tl-'e mI lex...us....... IUB xy lu l�:Iw:I��u to ID:nv25uFIA13hODiRGDV31wzJZnS-jZv4foJylrb9VeglOWrprH6EGXOIS8bOrM GJzHssw �3-0 6 0-0 11-2-0 16 & 4 21-10 4 27-2-4 32-0-0 38 OA . 3.3-01 2-&12 5-2-0 5-0-0 5-0-0 5.4-0 5-0-0 5-5-12 Scale = 1:68.8 NAILED NAILED 6x6 = 6.00 12 NAILED . NAILED 2.4 11 3 21 22 4 23 NAILED NAILED NAILED NAILED NAILED 4x8 = NAILED 4x8 NAILED 2x4 II NAILED 4x8 24 525 25 27- 6 - 28 7" 8 29 NAILED NAILED NAILED NAILED_ 2x4 I I , NAILED 5x8 = 30 31 9 32 33 10 34 r 35 '36 18 37 38 77 39 40 16. 4'115 42 14 43. 44 1345 46 47 12 48 49 11 50 in floc) I/deft Ltd TCLL 20.0 2x4 I 4x4 = 4x5 = NAILED 'NAILED 4x12 = 2x4 II NAILED 6x6 =NAILED 4x8 = NAILED 2x4 II NAILED 6x12 = NAILED >999 NAILED NAILED NAILED 1.15 BC 0.70 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED Rep Stress Ina NO NAILED Horz(TL) 0.15 11 6-0-0 11_2-0 16.6-4 21-10-0 27-2-0 32-0-0 (Matrix -M) LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ltd TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) 0.27 14-16 >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.70 Vert(TL) -0.80 14-16 >565 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.46 Horz(TL) 0.15 11 n/a . n/a BCDL 10.0 Code IBC2012lrP12007 (Matrix -M) LUMBER - TOP CHORD 2x6 DF No.2 G 'Except' 1-3: 2x4 DF No. I&Btr G BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF Stud/Std G "Except' 3-17,5-17,5-14,8-14,8-12,10-12: 2x4 DF No.2 G REACTIONS. (lb/size) 1=2413/Mechanical, 11=2640/0-5-8 Max Horz 1=103(LC 5) Max Uplift!=-356(LC 5), 11=-573(LC 5) PLATES GRIP MT20 220/195 Weight: 458 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-6-12 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-4919/891, 2-3=-4867/917, 3-21=-7229/1505, 21-22=-7231/1505, 4-22=7238/1506, . 4-23=7229/1501, 23-24=-7229/1501, 24-25=-7229/1501, 5-25=7229/1501, 5-26=-8580/1822; 26-27=-8580/1822, 6-27=-8580/1822, 6-28=-8580/1822, 7-28=-8580/1822, 7-8=8580/1822, 8-29=-4343/946, 29-30=-4343/946, 30-31=-4343/946, 9-31=-4343/946, 9-32=-4343/946, 32-33=-4343/946, 33-34=-4343/946, 10-34=-43431946; 10-11=-2502/620 BOT CHORD 1-35=-863/4362, 35-36=-863/4362, 18-36=-86314362, 18-37=-886/4371, 3,7-38=-88614371, 17-38=-886/4371, 17-39=-1858/8612, 39-40=-185818612, 40-41=-1858/8612, 16-41=-1858/8612, 15-16=-1858/8612, 15-42=-1858/8612, 14-42=-1858/8812, 14-43=-1569/7167, 43-44=-1569!7167, 13-44=-1569/7167, 13-45=-1569/7167, 45-46=-1569/7167, 46-47=1569!7167, 12-47=-1569/7167 WEBS 3-18=0/396, 3-17=771/3302, 4-17=-706/316, 5-17=-1588/376,-5-16=01355, 6-14=516/268, 8-14=-333/1590, 8-13=0/351,8-12=-3177/686, 9-12=-5561295, 10-12=-1039/4814 BUTTE COUNTY BUILDING DIVISION APPROVED 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, 2x6 - 2 rows staggered at 0-9-0 oc. r 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. 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 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 �pF.ESS10jUq j C 76428 z EXP. 12,3112016 m CIVI\_ OF CAS nt between the bddum cnurd and any Omer members. May 10,2016 i ction of 20% has been applied for the reen lumber members. ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED M/7EK REFERENCE PAGE Mil -7473 rev. 10/012015 BEFORE USE. Design valid for use only with tvlTek® 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 FI It building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ��T®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/1PI1 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 tog Citrus Heights. CA 95610 y ' 1 SYS I EMS PLUS LUMBER, ANUEKSUN UA 96007 7.Ii40 S f 19 2016 MITak Industries, Inc. Tue May 10 13:04:20 2016 Pagge 2 r ID:nv2fiuFIA13hODiRGDV IwzJZnS-CITSs8KaW8j07oEVPP1114 �tdlvOlFu6aolzHssv NOTES- (13) 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 356 Ib uplift at joint 1 and 573 Ib uplift at joint 11. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. ' 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails. For more details refer to MiTek's ST -TOENAIL Detail. 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard F 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) ' Vert: 1-3=-60, 3-10=-60, 1-11=-20 Concentrated Loads (lb) Vert: 1=-43(F) 3=-76(F) 7=-76(F) 15=-35(F) 18=-35(F) 6=-76(F) 14=-35(F) 21=-76(F) 22=46(F) 23=-76(F) 24=-76(F) 25=-76(F) 26=76(F) 27=-76(F) 28=-76(F) 29=-76(F) 30=77(F) 31=-77(F) 32=-77(F) 33=77(F) 34=-95(F) 35=-35(F) 36=35(F) 37=-35(F) 38=-35(F) 39=-35(F) 40=-35(F) 41=-35(F) 42=-35(F) 43=-35(F) 44=-35(F) 45=35(F) 46=-36(F) 47=-36(F) 48=36(F) 49=-36(F) 50=-43(F) - �. IF y ` 1 ' BUTTE COUNTY BUILDING DIVISION r t . APPROVED ® WARNING - Verify design parameter; and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. R Design valid for use only with MiTek6 connectors. This design's based only upon parameters shown. and is for an individual building component, not q• 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 buciding of individual truss web and/or chord members only. Additional temporary and permanent. bracing ��T®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/1PII 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. A _ Suite 109 Citrus Heights, CA 95610 Truss Truss Type Qty PlyCooperResidence ,4ob R47294077 16047066 C01 Heti Hip Girder - 1 2 Job Reference (Optional) SYS I EMS PLUS LUMBER, ANUEKSUN UA 96007 7.Ii40 S f 19 2016 MITak Industries, Inc. Tue May 10 13:04:20 2016 Pagge 2 r ID:nv2fiuFIA13hODiRGDV IwzJZnS-CITSs8KaW8j07oEVPP1114 �tdlvOlFu6aolzHssv NOTES- (13) 9) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 356 Ib uplift at joint 1 and 573 Ib uplift at joint 11. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. ' 12) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails. For more details refer to MiTek's ST -TOENAIL Detail. 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard F 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) ' Vert: 1-3=-60, 3-10=-60, 1-11=-20 Concentrated Loads (lb) Vert: 1=-43(F) 3=-76(F) 7=-76(F) 15=-35(F) 18=-35(F) 6=-76(F) 14=-35(F) 21=-76(F) 22=46(F) 23=-76(F) 24=-76(F) 25=-76(F) 26=76(F) 27=-76(F) 28=-76(F) 29=-76(F) 30=77(F) 31=-77(F) 32=-77(F) 33=77(F) 34=-95(F) 35=-35(F) 36=35(F) 37=-35(F) 38=-35(F) 39=-35(F) 40=-35(F) 41=-35(F) 42=-35(F) 43=-35(F) 44=-35(F) 45=35(F) 46=-36(F) 47=-36(F) 48=36(F) 49=-36(F) 50=-43(F) - �. IF y ` 1 ' BUTTE COUNTY BUILDING DIVISION r t . APPROVED ® WARNING - Verify design parameter; and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. R Design valid for use only with MiTek6 connectors. This design's based only upon parameters shown. and is for an individual building component, not q• 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 buciding of individual truss web and/or chord members only. Additional temporary and permanent. bracing ��T®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/1PII 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. A _ Suite 109 Citrus Heights, CA 95610 ,job y Truss Truss Type Qty Ply Cooper Residence TCDL 10.0 Lumber DOL 1.15 BC 0.53 BCLL 0.0 ' Rep Stress Incr YES R47294078 1604-066 I CO2 Half Hip 1 1 TOP CHORD 2x4 DF No. I&Btr G n/a BOT CHORD • 2x4 DF No. 1&Btr G WEBS 2x4 DF Stud/Std G "Except' . Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 sApr 19 2016 MiTek Industries, Inc. Tue May 1013:04:20 2016 Page 1 ID:nv2fiuFIA13hODiRGDV31wzJZnS-CITSs8KaW8j07oEVPPm4M3gCVgwl1 vbIFU6aolzHssv 4-3-0 `8$0 13-9.12 19-94 258-12 31-8.4 37-9$ 4-3-0 3-8-12T5-9-12 511$ 1 5-11$ S11$ 6-14 t l� N 6x6 = 6.00 12 3 Scale = 1:67.0 3x4 = 3x4- = 2x4 11 3x6 = 4x5 4x8 = 4 5 6 a 9 16 15 14 13 12 11 10 4x5 — 3x4 = 4x5 = 4x8 — 3x4 = 4x10 = 6x6= 2x4 II 8-0-0 13-9.12 19-94 258-12 31-8.4 37-9.8 B-0-0 59-12 S,1 -a 511$ S11$ 6-1.4 Plate Offsets (X,Y)— [1:0-1- Edgel LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.60 TCDL 10.0 Lumber DOL 1.15 BC 0.53 BCLL 0.0 ' Rep Stress Incr YES WB 0.45 BCDL 10.0 Code IBC2012/TP12007 (Matrix -M) LUMBER - 0.16 • 10 TOP CHORD 2x4 DF No. I&Btr G n/a BOT CHORD • 2x4 DF No. 1&Btr G WEBS 2x4 DF Stud/Std G "Except' 3-15,4-13,5-12,8-12,9-11: 2x4 DF No.2 G DEFL. in (loc) I/defi Ud PLATES GRIP Vert(LL) .-0.23 13 >999 240 MT20 220/195 Vert(TL) -0.6913-15 >652 180 Horz(TL) 0.16 • 10 n/a n/a BRACING - TOP CHORD BOT CHORD Weight: 184 Ib 'FT = 20% Structural wood sheathing directly applied or 3-3-11 oc purlins, except end verticals. Rigid ceiling directly applied or 8-0-10 do bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1515/Mechanical, 10=1497/0-3-0 Max Horz 1=148(LC 7) 14 Max U plift 1 =-1 40(LC 5), 10=-246(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2826/346, 2-3=-2651/347, 3.4=-3366/515, 4-5=-3621/558, 5-6=-3155/497, 6-7=-3155/497, 7.8=-3155/497, 8-9=-1979/335, 9-10=-1440/274 BOT CHORD ' 1-16=-417/2466, 115-116=-388/2353,14-115=573/3364. 13-14=-573/3364.12-13--'-618/3621, 11-12=-355/1979 WEBS 3-16=0/267, 3-15=-258/1283, 4-15=-605/213, 4-13=-87/365, 5-12=-557/86, 6-12=-350/148, 8-12=-229/1407, 8-11=1159/292, 9-11=-384/2337 ' 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent 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-" tall by 1-M 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 girders) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 140 Ib uplift at joint 1 and 246 Ib uplift at joint 10. 9) Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis ands' is ss 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. A'"Fif" FSAt IAITV 13UICDING DIVISION APPROVED ® WARNING - Verily, design parameters and READ NOTES ON THIS AND INCLUDED ii REFERENCE PAGE Mll-7473 rev, 10/03/2015 BEFORE USE Design valid for use only with MiTek® connectors. This design 4 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 is always required for stability and to prevent collapse with possible personal injury and property damage.' For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314.. OQa . ' ' SIO^I �i. ..0N10 y F2c P F�. 2 • r° G 76428 z � Q �. EXP: 12/3112016 m' May 10,2016 MiTek* 7777 Greenback Lane Z R47294079 11604-066 1003 (Half Hip I1 I 1 IJob Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Apr 19 2016 MTek Industries, Inc. Tue Mayy 10 13:04:212016 Page 1 ID:nv2fiuFIA13hODiRGDV31wzJZnS-gxOg4ULCHSrtlxphz7HKuGMN W4HZmEkuTBrBLCzHssu s3a 10-0 0 1s 10 a 23104 30-10-0 38.0 0 i 5.3.4 a s 1z s-10 4 7$0 7-" 7-1-12 6x6 = 6.00 579 3 Scale =1:67.4 3x4 = 2x4 I 3x6 =:.'. 4x4 = _ 4x8, _ 4 5 6 .7 8 4x5 = 2x4 I I 3x4 = Oxo 4x10 = 5x6 = 3x4 '11 3x5 S3-0 10-0-0 16-10-4 23-10-0 30-104 38-0-0 5-3.4 4$12 6-10-4 70 7-0-0 7-1-12 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.59 TCDL 10.0 Lumber DOL 1.15 BC 0.47 BCLL 0.0 ' 'Rep Stress Incr YES WB 0.97 BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) B LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Stud/Std G DEFL. in floc) I/deft Ud PLATES GRIP Vert(LL) -0.1711-13 >999 240 MT20 220/195 Vert(TL) -0.5611-13 >816 180 Horz(TL) 0.14 9 n/a n/a BRACING - TOP CHORD BOT CHORD WEBS REACTIONS. (Ib/size) 1=1523/Mechanical, 9=1506/0-5-8 Max Horz 1=186(LC 7) Max Upliftl=-115(LC 5), 9=-244(LC 5) r FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2847/266, 2-3=-2545/309, 3-4=-2915/423, 4-5=-2751/404, 5-6=-2751/404, 6-7=-2751/404, 7-8=-1820/301, 8-9=-1442/277 BOT CHORD 1-15=377/2482, 14-15=-377/2482, 14-19=369/2229, 13-19=-369/2229, 12-13=-496/2913, 12-20=-496/2913, 11-20=-496/2913, 11-21=-332/1820, 10-21=-332/1820 WEBS 2-14=-283/141, 3-14=0/351, 3-13=-209/933, 4-13=407/210, 5-11=-404/170, 7-11=178/1138, 7-10=1112/300, 8-10=-354/2193 Weight: 190 Ib FT = 20% Structural wood sheathing directly applied or 3-4-5 oc purlins, except end verticals. Rigid ceiling directly applied or 9-5-14 oc bracing. 1 Row at midpt • 8-9.4-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. BUTTE A , E COUNTY BUILDING DIVISION NOTES- (10) - " vPHUVEp 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.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 115 Ib uplift at joint 1 and 244 Ib uplift at joint 9. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. , QUO .ESSIO& =��0 NIO h, F2c o C 76428 z tY � EXP./2131/2016 ^7 CI�,!Il TFOF r.AC May 10,2016 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1.7473 rev. 10/03/2015 BEFORE USE. ■ Design valid for use only with MTek® 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 budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, 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. suit. Ina 49b "i Truss Truss Type Qty Ply Cooper Residence 21-22=-256/1246, 9-22=-256/1246 7-10.13 8-2-5 LOADING (psf) SPACING- 2-0-0 CSI. 847294080 1604-066 CD4 Half Hip 1 i Vert(LL) -0.14 11-13 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.51 Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Apr 19 2016 MiTek Industries, Inc. Tue May 10 13:04:22 2016 Page 1 I D:nv2fiuF1A13hODiRGDV31wzJZnS-88aCHpMg2m_kM5OtWgpZRUvZCUc5Vm81 iobhtezHsst 6-3-0 12-0-0 17-11-2 23-10-0 29-9-6 36.0-0 6-3-0 5-8-12 5-11-2 5-11-2 5-11-2 Scale: 3/16"=1' 5x6 = 3x4 = 3x4 = 3x6 = 4x4 = 2x4 II 3 4 5 B 7 6 3x6 = 2x4 II 3x8 = 4x6 = 3x4 = 4x4 = 3x5 = 6.3-0 12-0-0 19-10-13 6-7=-1518/218 27-9-11 36.0-0 ' 63-0 SA12 7-10-13 21-22=-256/1246, 9-22=-256/1246 7-10.13 8-2-5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) -0.14 11-13 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.51 Vert(TL) -0.46 11-13 >936 180 6) A 20% has been for the lumber BCLL 0.0 ' Rep Stress Incr YES WB '0.70 Horz(TL) 0.13 9 n/a n/a joint 9. BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. EXP. 1213112016 m Weight: 184 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-6 oc purlins, except BOT CHORD 2x4 DF No. 1&Btr G end verticals. WEBS 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 4-13,7-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=1443/0-5-8, 9=1426/0-5-8 Max Horz 1=224(LC 7) Max Upliftl=-103(LC 8), 9=-228(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 1-2=-2660/194, 2-3=-2219/235, 3-4=-1909/228, 4-5=-2131/268, 5-6=-1518/218, 6-7=-1518/218 BUTTE COUNTY BOT CHORD 1A4=344/2310, 13-14=-344/2310, 12-13=390/2175, 12-18=-390/2175, 11-18=-390/2175, 11-19=-359/1936, 19-20=-359/1936, 10-20=-359/1936, 10-21=-256/1246, 1 BUILDING DIVISION 21-22=-256/1246, 9-22=-256/1246 a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design Into the overall WEBS 2-13=-445/171, 3-13=-3/644, 4-13=-496/169, 5-11=0/358, 5-10=-759/168, 7-10=-33/901, i�Y�• 7-9=-1717/294 ' APPROVED NOTES- (9) iw iT®k� 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIM11 Quality Criteria, DSB-89 and BCSI Building Component (envelope) gable end zone; cantilever left and right exposed ; end vertical'left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to proven( water ponding. Safety Irdonnation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wilh any other live loads. 'OF ESSIO/�q 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-" wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf.�C`O Q ��.C. 6) A 20% has been for the lumber ��ONIO �, plate rating reduction of applied green members. 7) Provide mechanical connection (by others) of truss to bearing capable of withstanding 103 Ib uplift at joint 1 and 228 Ib uplift at plate joint 9. J U C 76428 Z 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. Q 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. EXP. 1213112016 m ,.o OF CAL May 10,2016 ® WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 nov. 10/032015 BEFORE USE Design valid for use only with MTeLS connectors. This design's based only upon parameters shown, and is for an individual building component, not ��®® a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design Into the overall i�Y�• building design. Bracing indicated B to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iT®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 ANSIM11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Irdonnation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 11ob ;, Truss Truss Type Qty Ply Cooper Residence Plate Grip DOL '1.15 TC 0.70 TCDL 10.0 847294081 1604-066 COS Half Hip 1 1 NO WB .0.87 BCDL 10.0 Code IBC2012/TP12007 (Matrix -M) Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Apr 19 2016 Mi rek Industries, Inc. Tue May 10 13:04:22 2016 Page 1 ID:nv28uFIA13hODiRGDV3, ZnS-88aCHpMg2m kM5OtWgpZRUvXVUbLVjVliobhtezHsst �L-0.0 7-M + 14-0-0 1 19-2.8 T 24- 8 29-5-0 36-0-0 1-0-0 7-3-4 6-8-12 5.2-0 S2-0 5-0-0 6-7-0 Scale c 1:64.8 6x6 = 4x4 = 4x8 = 3x6 = 2x4 I I 4x5 = 4 5 6 22 7 8 9 16 15 1a 13 G3 12 11 G° 10 4x5 — 2x4 II 3x4 = 3x6 = 3x8 = 2x4 II 2x4 II 4x4 = 14.0-0 1 19-2-8 24-5-0 29-5-0' 36.0.0 LOADING (psf) SPACING--0 1) Unbalanced roof live loads have been considered for this design. CSI. TCLL 20.0 Plate Grip DOL '1.15 TC 0.70 TCDL 10.0 Lumber DOL 1.15 BC 0.62 BCLL 0.0 ' Rep Stress Incr NO WB .0.87 BCDL 10.0 Code IBC2012/TP12007 (Matrix -M) LUMBER - TOP CHORD 2x4 DF No.18Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Stud/Std G REACTIONS. (Ib/size) 10=1498/0-5-8,2=1530/0-5-8 Max Horz 2=271 (LC 7) Max Uplift10=-236(LC 5), 2=-145(LC 8) Max Grav 10=1552(LC 2), 2=1530(LC 1) DEFL. in (loc) I/deft Ud I PLATES GRIP. Vert(LL) -0.2212-13 >999 240 MT20 220/195 Vert(TL) -0.67 12-13 >644 180 Horz(TL) 0.13 10 n/a n/a BRACING- TOPCHORD BOT CHORD WEBS FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2664/199, 3-4=-2104/203, 4-5=-1945/239, 5-0=-2860/390, 6-22=-144/845, 7-22=-144/845,7-8=-144/845,8-9=-158/844 BOT CHORD 2-16=-336/2303, 15-16=-336/2303, 14-15=307/1794, 13-14=-307/1794, 13-23=-281/1568, 12 -23=-281/1568,11-12=-279/1558,11-24=-27911544,10-24=-279/1544 WEBS 3-16=0/264, 3-15=574/191, 4-15=-20/441, 4-13=-140/372, 5-13=-541/176, 13-17=-96/673, 6-17=0/363, 11-18=0/388, 8-18=-531/197, 9-18=-855/107, 17-18=-226/1400, 6-18=-3779/550, 5-17=-156/932,10-18=-2164/317 Weight: 222 Ib FT = 20% Structural wood sheathing directly applied or 3-8-9 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 6-18,10-18 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. BUTTE COUNrf BUILDING DIVISION APPROVED NOTES- '(11) 1) Unbalanced roof live loads have been considered for this design. I�" 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 -: 3) Provide adequate drainage to prevent water ponding. �OFE:SS/0&' OQ 0 NIO (�2 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. � yCC,p �'� 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-" wide will fit between the bottom BCDL = 1 O.Opsf.. =� 4J chord and any other members, with 2 1T 6) A plate rating reduction of 20% has been applied for the green lumber members. J C 76428 2 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 236 Ib uplift at joint 10 and 145 Ib uplift at joint 2. 8) "Semi-rigid fixed heels" Member fixity in the design this truss. 4 EXP.12;31(2 6 m -y pitchbreaks with end model was used analysis and of * 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 Ib down and 17 Ib up at 26-11-0 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. FOF CA``� LOAD CASE(S) Standard Mav in 9n9 R ® WARNING - Verify design paremetem and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10/09/2015 BEFORE USE. Design valid for use only with Mitek® connectors. This design is based only upon parameters shown, and is for on individual building component, not I�" 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 k to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing NiiT®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/TPII OuelityCdteda, 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 r fob Truss. Truss Type Oty Pty Cooper Res dance R47294081 1604-066 C05 Hell Hip 1 1 _ Job Reference (optional) .SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s qqppr 19 2016 MiTek Industries, Inc. Tue May 10 13:04:23 2016 Page 2 ID:nv2fiuFIA13hODiRGDV31wzJZnS-cK8bV9MTp36b_Fz34YKozhSiFuxaEAIBxSKEP4zHsss LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-4=-60, 4-9=f0, 10-19=-20 Concentrated Loads (lb) s Vert: 22=-100(F) • t BUTTE COUNTY BUILDING DIVISION APPROVED ®WARNING - Verify design parameter; and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not �® a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall p■����• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing. �y1IT®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/TPl1 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 11ob Truss Truss Type Oty Ply Cooper Residence Plate Grip DOL 1.15 TC 0.83 TCDL 10.0 847294082 1 1604-066 C06 Hall Hip 1 1 NO WB 0.80 BCDL 10.0 Code IBC2012rTP120( (Matrix -M) Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Apr 19 2016 Mrrek Industries, Inc. Tue May 1013:04:23 2016 Page 1 . ID:nv26uFIA13hODiRGDV31wzJZnS-cK8bV9MTp36b_Fz34YKozhSf7uyKEBsBxSKEP4zHsss 1 X58-5 I 10.10-3 } 16-0.0 2fr1-10 24-5-0 29-5-0 359.8 1 1-0-0 5-8-5 51-13 51-13 4-1-10 4-3.6 50-0 6�$ Scale: 3116"=1' 6x6 = 3x4 = 3x6 = 2x4 II . 4x5 5 _ 6 7 22 8 9 1O " 15 ' 13 " 12 11 10 3x6J 30 = 3x4 = 3x6 = 3x8 = 2x4 I I 2x4 I I 4x4 = - 8-3.4 16-0-0 20-1-10 24 -SO 29-50 359-8 LOADING (psf) SPACING-2;0-0 1) Unbalanced roof live loads have been considered for this design. CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.83 TCDL 10.0 Lumber DOL 1.15 BC 0.51 BCLL 0.0 ' Rep Stress Incr NO WB 0.80 BCDL 10.0 Code IBC2012rTP120( (Matrix -M) LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Stud/Std G REACTIONS. (Ib/size) 10=1492/0-3-0,2=1519/0-5-8 Max Horz 2=309(LC 7) Max Uplift 10=-232(LC 5), 2=-158(LC 8) Max Grav 10=1567(LC 2), 2=1519(LC 1) DEFL. in floc) I/defl L/d Vert(LL) -0.1515-16 >999 240 Vert(TL) -0.46 15-16 >929 180 Horz(TL) 0.12 10 n/a n/a BRACING - TOP CHORD BOTCHORD WEBS FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2691/264, 3-4=-2481/245, 4-5=-1925/198, 5-0=-1691/182, 6-7=-2094/242.- 7-22=-72/274. 8-22=-72/274, 8-9=-71/266 BOT CHORD 2-16=-351/2342, 16-23=-319/2007, 23-24=-319/2007, 15-24=-319/2007, 14-15=-284/1664, 13-14=-284/1664, 13-25=-259/1411, 12-25=-259/1411, 11-12=-257/1414, 11-26=-257/1410,10-26=-257/1410 WEBS 3-16=-267/163, 4-16=-25/418, 4-15=-541/196, 5-15=-68/574, 7-18=0/441, 11-17=0/350, ' 8-17=-471/189, 17-18=-109/638, 7-17=-2395/331, 6-13=-426/138, 10-17=-2029/282, 9-17=-282/81,13-18=-78/573, 6-18=-67/439 PLATES GRIP MT20 220/195 Weight: 236 Ib FT = 20% Structural wood sheathing directly applied or 3-11-6 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. 1 Row at midpt 9-10, 8-11, 7-17,10-17 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. BUTTE COUNTY BUILDING. DIVISION APPROVED NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. ' 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS �OFESSIO�q (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 OQ ONIO 2C 3) Provide adequate drainage to prevent water ponding. ��, y 5 F,P. 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 live load 20.Opsf the bottom in 3-" tall by 1-0-0 ��' a of on chord all areas where a rectangle wide will U fit between the bottom chord and any other members, with BCDL = 10.Opsf. C 7642 f� 6) A plate rating reduction of 20% has been applied for the green lumber members. —r 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 232 Ib uplift at joint 10 and 158 Ib uplift at a m ry EXP. 1213112016 joint 2. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. * 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 Ib down and 17 Ib up at 26-11-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) loads to the face the truss from back C,�Q section, applied of are noted as (F) or (B). 11) WARNING: Engineering is truss is fabricated by Systems Plus Lumber Co. OF CAS void unless LOAD CASE(S) Standard Mav 10-2016 ® WARNING - Verify design parameter; 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 �� 21, a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ■V building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing (T®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/1PI1 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 Het his CA 95610 SYSTEMS PLUS LUMBER, ANDERSON CA 96007 - 7.640 s Apr 19 2016 MiTek Industries, Inc. Tue May 10 13:04:23 2016 Ps 2 ID:nv2fiuFIA13hODiRGDV31wzJZnS-cK8bV9MTp36b_Fz34YKozhSf7uyKEBsBxSKEP4zHsss • LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-9=-60, 10-19=-20 Concentrated Loads (lb) Vert: 22=-100(F) • 4 49 r BUTTE COUNTY BUILDING. DIVISION .APPROVED ® 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 MTek® connectors. This design B based only upon parameters shown, and is for on 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 - WOW building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Fye iT®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/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, Alexandria, VA 22314. Suite 109. Hei hts. CA 95610 �pb Truss Truss Type Qty Ply r Cooper Residence 847294082 1604-066 CO6 Half Hip Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 - 7.640 s Apr 19 2016 MiTek Industries, Inc. Tue May 10 13:04:23 2016 Ps 2 ID:nv2fiuFIA13hODiRGDV31wzJZnS-cK8bV9MTp36b_Fz34YKozhSf7uyKEBsBxSKEP4zHsss • LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-60, 5-9=-60, 10-19=-20 Concentrated Loads (lb) Vert: 22=-100(F) • 4 49 r BUTTE COUNTY BUILDING. DIVISION .APPROVED ® 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 MTek® connectors. This design B based only upon parameters shown, and is for on 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 - WOW building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Fye iT®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/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, Alexandria, VA 22314. Suite 109. Hei hts. CA 95610 �pb Truss Truss Type Qty Ply r Cooper Residence 847294082 1604-066 CO6 Half Hip Job Reference ,lob n Truss Truss Type CSI. Ply Cooper Residence Plate Grip DOL 1.15 TC 0.39 JQty 10.0 847294083 I 1604.066 C07 Hip 1 1 NO WB 0.75 BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s N 19 2016 MiTek Industries, Inc. Tue May 10 13:04:24 2016 Page 1 ID:nv2fiuFIA13hODiRGDV31wzJZnS-4WiziVN5aN EScPYGeFrt Wv_xpHKdzfrK964oxXzHssr ,1-0-0�6.4-51M-0 29•`x-0 35-10-01 5-10-0 36}4-0 1-0-0 6.4-5 5-9-13 5-9-13 6-5-0 5.0-0 6-5-0 04-0 R1 Scale = 1:64.8 6x6 = ' 6.00 12 3x4 = .2x4 I I 3x4 = 22 16 15 .1 13 12 11 10 3x6 - 2x4 II 3x4 = 3x6 = 3x8 = 2x4 II 2x4 II 3x5 = 6-0-5 12-2-3 18-0-0 24-5-0 29-5-0 36-0-0 LOADING (psf) SPACING -21O TOP CHORD CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.39 TCDL 10.0 Lumber DOL 1.15 BC 0.44 BCLL 0.0 ' Rep Stress Incr NO WB 0.75 BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) LUMBER - TOP CHORD 2x4 DF No.18Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Stud/Std G REACTIONS. (Ib/size) 2=1528/0-5-8, 10=1500/0-5-8 Max Horz 2=348(LC 8) Max Uplift 2=-1 52(LC 8), 10=-211(LC 5) Max Grav 2=1528(LC 1), 10=1570(LC 2) DEFL. in floc) I/deft L/d PLATES GRIP Vert(LL) -0.1013-15 >999 240 MT20 220/195 Vert(TL) -0.32 12-13 >999 180 Horz(TL) 0.12 10 n/a n/a Weight: 236 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-11 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 1 Row at midpt 5-13,9-10,7-18,10-18 JOINTS 1 Brace at Jt(s): 17, 18 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 2-3=-2706/213, 3-4=-2237/179, 4-5=-2102/195, 5-6=-1753/167, 6-7=-1664/188 BOT CHORD 2-16=-444/2347, 15-16=-444/2347, 15-23=-321/1935, 14-23=-321/1935, 13-14=-321/1935, 13-24=-169/1316, 12-24=-169/1316, 11-12=-169/1315,11-25=-167/1319, 10-25=-167/1319 WEBS 3-15=-471/141, 5-15=-1/398, 5-13=-649/202, 6-13=0/412, 12-17=0/300, 7-17=-32/413, 11-18=0/339, 8-18=453/1174, 17-18=-55/353, 7-18=-1646/204, 13-17=-123/343, 10-18=-1859/236, 9-18=-44/254 Burre COUNTY BUILDING. DIVISION APPROVED NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 152 Ib uplift at joint 2 and 211 Ib uplift at joint 10. 8) Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 100 Ib down and 17 Ib up at 26-11-0 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 �OFESS/o ONIO hF�yc� C 7642Of 0 8 z * EXP. 1213112016 Q7 CIV11- �TEOF CA�1F Mav 10.2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M!TEK 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 on 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 ITek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Apr 19 2016 MTek Industries, Inc. Tue May 10 13:04:24 2016 Page 2 ID:nv2FluFIA13hODiRGDV31wzJZnS4WiziVN5aNEScPYGeFr1 Wv_xpHKdzfrK964oxXzHssr LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1,15 Uniform Loads (plf) Vert: 1-6=-60, 6-9=-60,10-19=-20 Concentrated Loads (Ib) Vert: 22=-100(F) r _ - 'r f , A BUTTE COUNT' BUILDING. DIVISION APPROVED ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCEPAGE 11111-7473rev, II -7473 10/032015 BEFORE USE Design valid for use only with MiTek6D 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 pi�Y�• building design. Bracing indicated 6 to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing N iT®kr is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB•89 and BCSI Bultding 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 100b, � Truss Truss Type Oty Ply IC ooper Residence 847294083 1604.086 C07 Hip ' 1 1 Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Apr 19 2016 MTek Industries, Inc. Tue May 10 13:04:24 2016 Page 2 ID:nv2FluFIA13hODiRGDV31wzJZnS4WiziVN5aNEScPYGeFr1 Wv_xpHKdzfrK964oxXzHssr LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1,15 Uniform Loads (plf) Vert: 1-6=-60, 6-9=-60,10-19=-20 Concentrated Loads (Ib) Vert: 22=-100(F) r _ - 'r f , A BUTTE COUNT' BUILDING. DIVISION APPROVED ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCEPAGE 11111-7473rev, II -7473 10/032015 BEFORE USE Design valid for use only with MiTek6D 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 pi�Y�• building design. Bracing indicated 6 to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing N iT®kr is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the p fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB•89 and BCSI Bultding 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 100b, � Truss Truss Type Oty Ply IC ,lob 11 Truss Truss Type Qty PlyCooper Residence 847294084 1604-066 C08 Hip 1 1 Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Apr 19 2016 MiTek Industries, Inc. Tue May 10 13:04:25 2016 Page 1 I D: nv2fiuF IA13hO DiRGDV31wzJZnS-YGLwrOj KhMJ DZ7SCzMG36X3g hfoi3 BUOm pLUzzHssq -0-0-0 7-0-5 13-6-3 20-0-0 24 5-0 26-11-0 i 29-5-0 33-10-0 36-0-0 1r0-0 7-0-5 6-5-13 6-513 + 4-5-0�_-2-" 2-6�-0T4-5.0 �2-2-0 6x6 = Scale = 1:69.5 3x4 = 2x4 11 6x6 = 5x6 6.00 (>2 , 18 17 r0 15 ca 14 13 do 12 11 4x5 — 2x4 II 3x4 = 3x6 = 3x8 = 2x4 11 2x4 11 6x8 = 3x4 II 7-0.5 13-6-3 20-M 24-5-0 l 26-11-0 29-5-0 33-10-0 36-0-0 LOADING(psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr NO Code IBC2012/TPI2007 CSI. TC ' 0.64 BC 0.45 WB 0.94 (Matrix -M) DEFL. in floc) I/deft L/d Vert(LL) -0.11 15-17 >999 240 Vert(TL) -0.34 15-17 >999 180 Hotz(TL) 0.11 11 n/a n/a PLATES GRIP MT20 220/195 Weight: 264 Ib FT = 20% LUMBER- BRACING - 4) This truss has been designed for 10.0 bottom live load live loads. TOP CHORD 2x4 DF No.18Btr G 'Except TOP CHORD Structural wood sheathing directly applied or 3-10-1 oc purlins, except 6-9: 2x4 DF No.2 G end verticals. BOT CHORD 2x4 DF No. 18Btr 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 5-15, 9-12, 10-11, 12-19 10-11: 2x4 DF No.2 G JOINTS 1 Brace at Jt(s): 19, 20 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 Ib down and 17 Ib up at that Stabilizers and required cross bracing T Q10- 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). nstaledduring truss erection, in accordance with Stabilizer �jTelacommendsr 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OFC stallation guide. REACTIONS. (Ib/size) 2=1529/0-5-8,11=1499/0-5-8 Max Harz 2=363(LC 7) Max Uplift2=-183(LC 8), 11=-165(LC 5) Max Grav 2=1 529(LC 1), 11=1540(LC 2) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. ���� TOP CHORD 2-3=-2673/276, 3-4=-2139/222, 4-5=-1984/254, 5-6=-1 5791225, 6-7=-1501/211, COUNTY 7=24=-441/122, 8-24=-441/122, 8-9=-4521127, 9-10=-380/134, 10-11=-1489/127 l 1 BUILDING BOT CHORD 2-18=348/2311, 17-18=-348/2311, 16-17=267/1840, 15-16=-267/1840, 15-25=-219/1114, " . DIVISION 14-25=-219/1114, 13-14=-219/1113, 13-26=-218/1116, 12-26=-21.8/1116 WEBS 3-18=0/252, 3-17=538/160, 5-17=0/461, 5-15=-748/222,6-15=-23/322, APPROVED* 10-12=-178/1334, 14-20=01254, 7-20=-44/463, 13-19=0/303, 8-19=392/144, 19-20=-381394, 7-19=-1302/161, 15-20=-92/460, 12-19=-1454/193 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 aFESS!O^! (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. OQ� �I O N I O 4) This truss has been designed for 10.0 bottom live load live loads. �� �� a psf chord nonconcurreat with any other 5)' This truss has been designed for live load 20.Opsf the bottom in 3-6-0 is always required for stability and to prevent colapse with possible personal injury and property damage. For general guidance regarding the a of on chord all areas where a rectangle tall by 1-" wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. J (-)o C 76428 z 6) A plate rating reduction of 20% has been applied for the green lumber members. �10 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 183 Ib uplift at joint 2 and 165 Ib uplift at `t EXP: 12131!2016 m joint 11. "Semi-rigid * `y 8) pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 Ib down and 17 Ib up at 26-11-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. T Q10- 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). qTF 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OFC LOAD CASE(S) Standard Mau 10 901A ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK 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 �® I�" 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 B to prevent budding of individual truss web and/or chard members only. Additional temporary and permanent bracing iw iT®k" is always required for stability and to prevent colapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSIMI 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 SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Apr 19 2016 Mi Tek Industries, Inc. Tue May 10 13:04:25 2016 Page 2 I D: nv2fiu FIA13hO DiRGDV31wzJZnS-Yj GLwrOj Kh MJ DZ7 SCzMG36X3g hfoi3 BU OmpLUzzH ssq LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6 -9= -EO, 9-10=-60, 11-21=-20 Concentrated Loads (Ib) Vert: 24=-100(F) r I - 1 t • . r - BUTTE COUNTY + BUILDING DIVISION APPROVED ® WARNING -Verify design oammetens and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE MII-7473 rev. 10/03,2015 BEFORE USE *R Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not es �{q• 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 i1AiTek• Is always required for stebBity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ' fabrication, storage, delivey, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Irdormation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandrio, VA 22314. Suite 109 ' Citrus Hei h1s CA 95610 ,lob � Truss Truss Type Qty Ply Cooper Residence - 847294084 1604066 C08 1 Job Reference (optional) ' SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Apr 19 2016 Mi Tek Industries, Inc. Tue May 10 13:04:25 2016 Page 2 I D: nv2fiu FIA13hO DiRGDV31wzJZnS-Yj GLwrOj Kh MJ DZ7 SCzMG36X3g hfoi3 BU OmpLUzzH ssq LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6 -9= -EO, 9-10=-60, 11-21=-20 Concentrated Loads (Ib) Vert: 24=-100(F) r I - 1 t • . r - BUTTE COUNTY + BUILDING DIVISION APPROVED ® WARNING -Verify design oammetens and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE MII-7473 rev. 10/03,2015 BEFORE USE *R Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not es �{q• 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 i1AiTek• Is always required for stebBity and to prevent collapse with possible personal injury and property damage. For general guidance regarding the ' fabrication, storage, delivey, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Irdormation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandrio, VA 22314. Suite 109 ' Citrus Hei h1s CA 95610 ,lob � Truss Truss Type Qty ob , Truss Truss Type Qty PlyCooper Residence 7-1-13 ' Plate Offsets (X Y)— [2:0-0-8,Edge] a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall WEBS 3-15=0/292, 3-14=-613/174, 5-14=7/479, 5-12=-816/255, 6-12=0/338, 7-12=-97/628, R47294085 1604-066 co9 Hip 1 1 PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.32 11-12 >999 240 Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Apr 19 2016 MiTek Industries, Inc. Tue May 10 13:04:26 2016 Page 1 I D:nv2ftuFIA13hODiRGDV31wzJZnS-Ovgj7BPL5_UArjielgtVbK4Ds5x4RZiddQZvOPzHssp 1-0Q- 7- _ 14-103 -22-0-0 , >0-0 7-8.5 7-1-13 7-1-13 iI 2-0 -0 5x6 = Scale = 1:73.9 6.00 12 3x4 = 5x6 = 15 14 is ie t2 zu n 11. jed 10 = 4 I I 3x6 4x5 2x = 3x8 = 5x8 = 3x4 I I 3x4 = 7-8-5 14-10-322-0-0 TOP CHORD 2-3=-2642/288, 3-4=-2035/231, 4-5=-1864/266, 5-0=-1432/226, 6-7=-1204.r245, 31-10-0 36-0-0 7-&5 7-1-13 7-1-13 9.10-0 4-2-0 Plate Offsets (X Y)— [2:0-0-8,Edge] a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall WEBS 3-15=0/292, 3-14=-613/174, 5-14=7/479, 5-12=-816/255, 6-12=0/338, 7-12=-97/628, LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.32 11-12 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.70 Vert(TL) -0.76 11-12 >567 180 6) A plate rating reduction of 20% has been applied for the green lumber members. BCLL 0.0 ' Rep Stress Incr NO WB 0.73 Horz(TL) 0.11 10 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix -M) 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 truss is fabricated by Systems Plus Lumber Co. Weight: 228 Ib FT = 20% LUMBER- QFCAU BRACING - TOP CHORD 2x4 DF No.1&Btr G ne„r in Ont a TOP CHORD Structural wood sheathing directly applied or 3-9-0 oc purlins, except BOT CHORD 2x4 DF No.t&Btr G end verticals. WEBS 2x4 DF Stud/Std G 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 9-10: 2x4 DF No.2 G 6-0-0 oc bracing: 10-11. WEBS 1 Row at midpt 5-12,7-11, 8-11,9-10 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=1530/0-5-8, 10=1498/0-5-8 Max Horz 2=375(LC 7) Max Uplift2=-193(LC 8), 10=-103(LC 5) Max Grav 2=1530(LC 1), 10=1562(LC 2) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. p p TOP CHORD 2-3=-2642/288, 3-4=-2035/231, 4-5=-1864/266, 5-0=-1432/226, 6-7=-1204.r245, I�,�e1N ���� COUNTY 7-8=-523/136, 8-9=-618/145,9-10=-1556/118 Design valid for use only with MfTekS connectors. This design is based only upon parameters shown, and k for an individual building component, not BOTCHORD 2-15=367/2276, 14-115=-367/2276,113-14=235/1738, 13-19=-23511738,12-19=-235/1738, pUILDINO. pIVISION 12-20=-193/947,20-21=-193/947.11-21=-193/947 a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall WEBS 3-15=0/292, 3-14=-613/174, 5-14=7/479, 5-12=-816/255, 6-12=0/338, 7-12=-97/628, 7-11=-1063/178,9-11=-121/1320 APPROVED NOTES- (11) iw iT®k� 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 ()F.ESS/ON 3) Provide adequate drainage to prevent water ponding. ONIO F2 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. " Suite 109 5) This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by fit between the bottom BCDL = 10.Opsf. 1-M wide will =� �Q� lv chord and any other members, with 6) A plate rating reduction of 20% has been applied for the green lumber members. J C 76428 7� 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 193 Ib uplift at joint 2 and 103 Ib uplift at joint 10. "Semi-rigid `2EXP. 12(31/2016 m 8) pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 Ib down and 17 Ib up at 26-11-0 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 truss is fabricated by Systems Plus Lumber Co. �Q void unless QFCAU LOAD CASE(S) Standard ne„r in Ont a ® WARNING - Vanity 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 MfTekS connectors. This design is based only upon parameters shown, and k for an individual building component, not my 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 budding of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iT®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/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, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Apr 19 2016 MTek Industries, Inc. Tue May 10 13:04:26 2016 Page 2 ID:nv2fiuFlA13hOD1RGDV31wzJZnS-Ovgj7BPL5 UArjielgtVbK4Ds5x4RZiddOZvOPzHssp LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-8=-60, 8-9=-60, 10-16=-20 Concentrated Loads (lb) Vert: 7=-100(F) A. a i 1 , r r ' BUTTS COUNTY IBUIL®ING DIVISION �. APPROVED ® WARNING - VerNy design Parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERENCE PAGE M11.7473 ray. 10/03,2015 BEFORE USE Design valid for use only with MTekg 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 Welk' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addhiional temporary and permanent bracing NiiTek- a always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Ouallty CHtedo, 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. t Suite 10 • Citrus Heights,CA 95610 Job • Truss. Truss Type - r illy Ply Cooper Residence � ,247294085 11604-066 C09 Hip 1 1 Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Apr 19 2016 MTek Industries, Inc. Tue May 10 13:04:26 2016 Page 2 ID:nv2fiuFlA13hOD1RGDV31wzJZnS-Ovgj7BPL5 UArjielgtVbK4Ds5x4RZiddOZvOPzHssp LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-6=-60, 6-8=-60, 8-9=-60, 10-16=-20 Concentrated Loads (lb) Vert: 7=-100(F) A. a i 1 , r r ' BUTTS COUNTY IBUIL®ING DIVISION �. APPROVED ® WARNING - VerNy design Parameters and READ NOTES ON THIS AND INCLUDED M?EK REFERENCE PAGE M11.7473 ray. 10/03,2015 BEFORE USE Design valid for use only with MTekg 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 Welk' building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Addhiional temporary and permanent bracing NiiTek- a always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Ouallty CHtedo, 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. t Suite 10 • Citrus Heights,CA 95610 Job • Truss. Truss Type - r illy Ply Cooper Residence � ,247294085 11604-066 C09 Hip 1 1 Job Reference (optional) Job Truss Truss Type Oty Ply Cooper Residence BRACING. TOP CHORD 2x4 OF NO.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc purlins. R47294086 1604.066 c10 Piggyback Base 5 1 WEBS 2x4 OF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Job Reference_(optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 5 Apr 19 2016 MTek Industries, Inc. Tue May 10 13:04:27 2016 Page 1 I D: nv2fiu F1A13hOD i RG D V 31wzJZnS-U 505KXPzslcl TtH rJ NOk8XcTgVJ2A2Zns41 SYszHsso -1r-0-Q 7-011 5.8 17-4-9 21-111 X2.5-7-5 T32=(r5 I 38-1-6-9 SO�41 1-0-0 7-0-0 6-5-8 3-11-1 111-1 5-7-5 5.7-5 57-1 5-7-1 6-1-9 1 6.00 12 5x8 = 2x4 11 5x8 = Scale = 1:92.0 4x5 = 22 21 3x5 = 30 ( I 5x8 = 3xb — 3xb — --- LOADING(psf) TCLL -20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2012/TPI2007 CSI. TC 0.35 BC 0.53 WB 0.63 (Matrix -M) DEFL. in floc) I/deft Ud Vert(LL) -0.16 15-16 >999 240 Vert(TL) -0.48 15-16 >919 180 Horz(TL) 0.09 13 n/a n/a PLATES GRIP MT20 220/195 Weight: 281 Ib FT = 20% LUMBER- BRACING. TOP CHORD 2x4 OF NO.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-13 oc purlins. BOT CHORD 2x4 OF No.1&Btr G "Except" BOT CHORD Rigid ceiling directly applied or 3-3-12 oc bracing. 4-21: 2x4 OF Stud/Std G WEBS 1 Row at midpt 6-20, 7-19, 8-18, 9-18, 10-16 WEBS 2x4 OF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 2=399/0-5-6,21=2255/0-5-8,13=1452/0-5-8 Max Horz 2=223(LC 8) Max Uplift2=-53(LC 8), 21 =205(1_C 8), 13=-168(LC 9) .Max Gray 2=446(LC 19), 21=2255(LC 1), 13=1452(LC 1) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-329/128, 3-4=-781703, 4-5=0/571, 5.6=0/670, 6-7=-1006/134, 7-8=-1267/179, 8-9=-1267/179, 9-10=-1637/206, 10-11=-2176/262,11-12=-2291/246,12-13=-2524/284 BOT CHORD 20-21=-2204/238, 4-20=-326/176, 20-29=-21/489, 29-30=-21/489, 19-30=-21/489, BU` COUN� 19-31=0/870, 18-31=0/870, 18-32=0/1412, 17-32=0/1412, 16-17=0/1412, 16-33=-30/1804, 33-34=-30/1804,15-34=-30/1804,13-15=-163/2190 BUILDING. DIVISION WEBS 3-22=0/254, 3-20=-707/160, 6-20=1876/39, 6-19=-4/843,7-19=-526/97, 7-18=107/827, 8-18=-386/166, 9-18=-317/80, 9-16=-671680,10-16=-624/218,10-15=-26/468, iTek' 12-15=-301/178 APPROVED 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. 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 �OF.ESSIOA//4 3) Provide adequate drainage to prevent water ponding. COQ O N 1 O h, 4*1 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. :J UO Ci 7642 8 Z 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 53 Ib uplift at joint 2, 205 Ib uplift at joint 21 _ Q and 168 Ib uplift at joint 13. cC 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. EXP. 12131126.16 m 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. CIVIL. T�TFOF May 10,2016 ® WARNING - Verfly 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 MTek® 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 on;y. 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, see ANSIM11 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 0- Truss Truss Type Qty Ply Cooper Residence floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.44 847294087 1604.066 C11 Hip 1 / Vert(TL) -0.62 14-16 >599 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 sAp r 19 2016 MiTek Industries, Inc. Tue May 10 13:04:28 2016 Page 1 ID:nv2fiuFIA13hODiRGDV31wzJZnS-zlxUYtQbdcku4Osl t5vzgl9d_vdRvXhw4k275lzHssn x_I 22-M26-11-0 31-10-0 37-11-0 44-4-0 7-0-0 6-58 4-3-0 4-3-0 4-11-0 4-11-0 6-1-0 6-12 Scale = 1:84.6 5x6 = 6.00 12 - 3x4 = 5x6 = 19 18 3x5 = 3x4 = 3x4 II Plate Offsets (X,Y)— (17:0-2-12,0-3-41 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.44 Vert(LL) -0.27 14-16 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.64 Vert(TL) -0.62 14-16 >599 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.51 Horz(TL) 0.04 12 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix-M)Weight: 260 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-8-2 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G *Except* end verticals. 4-18: 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 DF Stud/Std G 6-" oc bracing: 18-19 3-10-12 oc bracing: 17-18. WEBS 1 Row at midpt 6-17, 8-16, 8-14,10-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installatign quide. REACTIONS. (Ib/size) 2=510/0-5-8.18=1895/0-5-8,12=1190/0-5-8 Max Horz 2=242(LC 8) Max Uplift2=-45(LC 8), 18=-226(LC 8), 12=-99(LC 9) Max Grav 2=521(LC 19), 18=1895(LC 1), 12=1190(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-492/0, 3-4=-94/356, 5-0=0/331, 6-7=963/108, 7-8=-822/112, 8-9=-1020/164, ' �E �(�NT�/ B BU"17E 9-10=-1215/144, 10-11=-1223/117, 11-12=1 129/132 C BOT CHORD 16-24175/536,11 5-16=-83001915-25=-83/1001,14-25=-83/5001?14-26776/1035; BUILDING DIVISION 035 ,3-26=-76/,10- WEBS 17-19=-125/393, 3-17=610/158, 6-17=1429/55, 6-16=0/566, 8-16=-457/121, APPROVED 9-14=0/276,10-13=-345/93, 11-13=-54/1099 � NOTES- (9) 1) Unbalanced roof live loads have been considered for this design. ESSI AI F 0i �0 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 -_0N10 (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 45) 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 bottom live load nonconcurrent live loads. _co �Q� psf chord with any other 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 1-0-0 wide willJ C 76428 2 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. 4 EXP. 12,13112016 m 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 Ib uplift at joint 2, 226 Ib uplift at joint 18 and 99 Ib uplift at joint 12. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ST CIV11. OF CAU� May 10,2016 ® WARNING - Vanity 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 B based only upon parameters shown, and b for an individual building component, not R a ITS a truss system. Before use, the building designer must verify the applicability of design parameters and properly inco orate this design into the overall building design. Bracing indicated B to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* 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 ANSIM11 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 11 604066 1 R47294088 SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s qqppr 19 2016 MTek Industries, Inc. Tue Meyy 10 13:04:29 2016 Pagel I D: nv2fiu FIA13hODi RGDV31wzJZnS-RUVsIDRDOvsI iAO D Ro RC DyioR l_Fez43JOoZdkzHssl 7-0-0 13.5.6720.0.0 2611-0 } 33-10-0 + 38-11-0 44-0-Q� 1 V 7-0-0 6-5.8 66-8 611-0 611-0 5.14 54-12 Scale = 1:84.7 0 6x6 = 6.00 12 20 II 6x6 = 19 18oxo 3x5 = 3x4 = 2x4 II LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) , I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.07 13-14 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.61 Vert(TL) -0.21 13-14 >999 180 BCLL 0.0 ' Rep Stress Incr YES . WB 0.56 Horz(TL) 0.04 11 n/a n/a BCDL 10.0 Code IBC2012rrP12007 (Matrix -M) Weight: 254 Ib FT = 20% `LUMBER- BRACING - TOP CHORD 2x4 DF No.1&Btr G TOP CHORD BOT CHORD 2x4 DF No.1 &Btr G *Except* 5-18: 2x4 DF Stud/Std G BOT CHORD WEBS 2x4 DF Stud/Std G REACTIONS. (Ib/size) 2=53210-5-8,18=1863/0-5-8,11=1200/0-5-8 Max Harz 2=226(LC 8) Max Uplift2=-58(LC 8), 18=-188(LC 8), 11=-85(LC 9) Max Grav 2=539(LC 19), 18=1863(LC 1), 11=1200(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-528/1, 4-5=-37/291, 5-0=-905/142, 6-7=-1171/205, 7-8=-1171/205, 8-9=-1242/174, 9-10=-1160/115,10-11=-1148/111 BOT CHORD 2-19=126/398,17-18=1810/221, 5-17=-1498/182,16-24=-951748.15-24=-95/748, 14-15=-95x748, 14-25=70/1060, 13-25=-70/1060, 13-26=-65/983, 12-26=-65/983 WEBS 17-19=-132/416, 3-17=-583/141, 5-16=-50/1116, 6-16=-495/117, 6-14=-111/688, 7-14=-496/208,8-14=-98/280,9-12=-422/87,10-12=-46/1091 Structural wood sheathing directly applied or 5-8-13 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-1-10 oc bracing: 17-18 6-M oc bracing: 16-17. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. BUTTE COUNTY BUILDING DIVISION APPROVED 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 58 Ib uplift at joint 2, 188 Ib uplift at joint 18 and 85 Ib uplift at joint 11. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Qqa�(-)F.ESS/oA, 44 ONIO G 76428 z fl EXP. 12131/2016 ^� V� F May 10,2016 ® WARNING - Vanity design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE IBII.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design B 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 p �V iT®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 iVI fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSI/TPII 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 Cooper Residence 1.15 TC 0.42 TCDL 10.0 Lumber DOL 1.15 847294089 1 1604066 C13 Hip 1 1 Code IBC2012/TPI2007 (Matrix -M) LUMBER - Citrus Hei his CA 95610 TOP CHORD 2x4 DF No.1&Btr G Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s AAppr 19 2016 M-rek Industries, Inc. Tue May 10 13:04:29 2016 Page 1 I D:nv2fiuFIA13h0DTAGDV31wzJZnS-RUVsIDRDOvsliAODRoRCDyio61_Net73JOoZdkzHssm - 7-0-0 13.5-6 18-0-0 23-11-5 �. 29-10-11 35-10-0 139-11_ 4 4-0-0� 100 7-0-0 6-5-8 4-0-8 571-5 5-11-5 5-11-5 4-1-0 4-0-12 Scale = 1:83.9 5x6 = 6.00 12 3x4 = 3x4 = 5x6 = 19 18 3x5 = 3x4 = 2x4 7-0-0 I 13-0-0 13x5$ 18.0-0 26-11-0 3510-0 44-0-0 7-0-0 6-0-04-6-8 8-17-0 8-11-0 8.0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.42 TCDL 10.0 Lumber DOL 1.15 BC 0.60 BCLL 0.0 ' Rep Stress Incr YES WB 0.94 BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) LUMBER - Citrus Hei his CA 95610 TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G *Except* 5-18:2x4 DF Stud/Std G WEBS . 2x4 OF Stud/Std G REACTIONS. (Ib/size) 2=480/0-5-8, 18=1938/0-5-8, 12=1178/0-5-8 Max Horz 2=211(LC 5) Max Uplift2=-65(LC 8), 18=-166(LC 5), 12=-86(LC 4) Max Grav 2=488(LC 19), 18=1938(LC 1), 12=1178(LC 1) DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.1314-16 >999 240 MT20 220/195 Vert(TL) -0.38 14-16 - >985 180 Horz(TL) 0.05 12 n/a n/a BRACING- TOPCHORD BOT CHORD WEBS FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-422/19, 3-4=-89/325, 4-5=-67/469, 5-0=-029/130, 6-7=-515/120, 7-8=-1289/217, 8-9=-1055/178, 9-10=-1223/183 BOT CHORD 2-19=1271305,117-118=1885/199, 5-17=-1629/191, 16-17=-351/79, 16-23=-180/1127, 15-23=-180/1127, 15-24=-180/1127, 14-24=-180/1127, 14-25=-180/1305, 25-26=-180/1305,13-26=-180/1305,13-27=-66/854. 27-28=66/854.12-28=66/854 WEBS 17-19=-143/315, 3-17=-651/149, 5-16=96/1238, 7-16=934/171, 7-14=0/413, 8-13=-430/141, 9-13=0/297, 10-13=-33/379, 10-12=-1278/113 Weight: 247 Ib FT = 20% Structural wood sheathing directly applied or 5-9-1 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-0-11 oc bracing: 17-18 6-M oc bracing: 16-17. 1 Row at midpt 7-16.8-13 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. BUTTEcouNrr BUILDING. DIVISION APPROVED NOTES (9) g ()FE.SSIOAAj . 1 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 ��� . �� O NCO 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fcr a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 41 2 X71 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-" wide will J UO C 76428 Z fit between the bottom chord and any other members, with BCDL = 10.Opsf. 70 6) A plate rating reduction of 20% has been applied for the green lumber members. 4 EXP. 12; 31!2016 m 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 65 Ib uplift at joint 2, 166 Ib uplift at joint 18 and 86 Ib uplift at joint 12. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. �rFOF CM - May 10,2016 ® WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111.7473 ran. 10/09/2015 BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 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 i�niTek' 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/TPI7 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Trus Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei his CA 95610 I R47294090 1604-066 1 C1 IHip I1 I 1 IJob Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Apr 19 2016 MiTek Industries, Inc. Tue May 10 13:04:30 2016 Pagge 1 ID:nv2fiuFIA13hODiRGDV31wzJZnS-vg3EzYSs9D_cKK7Q_WyRmAEwgiJ 1 NOCDY2X69AzHssl 10 0 7-0 0 115-8 sa6 0 o I 23 z -I z + 30-74 + 37-10-0 I aaa o I 2�-8 7-2-12 7-0A 7-2-12 6x6 = — - 5 3x4 = 3x6 = 2x4 I I 6x6 = 6 7. 8 9 19 18 .�- ex5 = 3x5 = 3x4 = 2x4 II LOADING (psi) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.56 TCDL 10.0 Lumber DOL 1.15 BC 0.70 BCLL 0.0 ' Rep Stress Incr YES WB 0.63 BCDL 10.0 Code IBC2012/TP12007 (Matrix -M) LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF: No.1&Btr G "Except" 4-18: 2x4 DF Stud/Std G WEBS 2x4 DF Stud/Std G REACTIONS. (Ib/size) 2=469/0-5-8,18=1953/0-5-8.11=1173/0-5-8 Max Harz 2=199(LC 5) Max Uplift2=-72(LC 8), 18=-206(LC 5), 11=-115(LC 4) Max Grav 2=474(LC 19), 18=1953(LC 1), 11=1179(LC 20) DEFL. in (loc) I/defl Lid PLATES GRIP Vert(LL) -0.0713-15 >999 240 MT20 220/195 Vert(TL) -0.24 13-15 >999 180 Horz(TL) 0.04 11 n/a n/a BRACING TOP CHORD BOT CHORD FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-393/35, 3-4=-90/503,4-5=-294/108. 5.6=-1273/267, 6-7=-1520/294, 7-8=-1520/294, 8-9=-1522/296, 9-10=-1208/187, 10-11=-1124/146 BOT CHORD 2-19=126/280,117-18=11900/239. 4 -17= -1673/214,16 -17= -387f79,16 -23=-74/277I 15-23=-74/277, 14-15=220/1271, 14-24=-220/1271, 13-24=-220/1271, 13-25=-119/1021, 12-25=-119/1021 WEBS 17-19=-145/294, 3-17=-665/153, 4-16=135/1262,5-16=480/197, 5-15=-206,r1312, 6-15=683/222, 6-13=-36/327, 8-13=-476/200, 9-13=-153/695, 9-12=-303/134, 10-12=-109/1066 Scale c 1:84.3 1P 1 cb Weight: 242 Ib FT = 20% Structural wood sheathing directly applied or 4-10-7 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 4-0-4 oc bracing: 17-18 6-M oc bracing: 16-17. MiTek recommends that Stabilizers and required cross bracing be Installed during truss erection, in accordance with Stabilizer Installation guide. BUTTE COUNTY BUILDING. DIVISION APPROVED 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-" 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 72 Ib uplift at joint 2, 206 Ib uplift at joint 18 and 115 Ib uplift at joint 11. 8) "Semi-rigid pitchbreaks with fixed.heels" Member end fixity model was used in the analysis and design of this truss. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. W ® WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIA -7473 rev. 10/03,2015 BEFORE USE. . Design valid for use only with Milreke connectors. This design's based only upon parameters shown, and is for an individual bvliding 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 is always required for stability and to prevent collapse with possible personal in)vry and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI BuBding Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. �OFESSIONq Q' �c�o ��.ONIO G 76428 Z_ EXP. 1213.1120.16 ql�' \0F CAL May 10,2016 MiTek' 7777 Greenback Lane 1604-066 I C15 I Hip Structural Gable I1 I 1 I 847294091 SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Apr 19 2016 MiTek Industries, Inc. Tue Mayy 10 13:04:312016 Page 1 I D: nv2fi u FIA13hO Di RGD V31wzJZnS-NsdtAuTUwX6SxUacYDTg I N n816kt6o8Mmi Hg hdzH ssk 0-5 8 T 26 11-0 33-4-11 39_10 0 44-0-01 1-0 7-0-0 6-58 0&8 558 6-58 6-5-8 6.5.8 4.6.0 14 ry Scale = 1:84.3 3x8 = '64 = 2x4 II 3x4 = 2x4 II 3x6 = 5x6 = 4 5 6 7 A 9 10 3x5 = 20 19 3x4 = 2x4 II LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2012/TPI2007 CSI. TC 0.37 BC 0.34 WB 0.78 (Matrix -M) DEFL. in (loc) I/defl Ud Vert(LL) -0.07 15 >999 240 Vert(TL) -0.25 14-15 >999 180 Horz(TL) 0.04 12 n/a n/a PLATES GRIP MT20 220/195 Weight: 239 Ib FT = 20% LUMBER- BRACING - building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-1-4 oc purlins, except BOT CHORD 2x4 DF NCA &Btr G *Except* end verticals. 4-19: 2x4 DF Stud/Std G BOT CHORD Rigid ceiling directly applied or 3-10-8 oc bracing. WEBS 2x4 DF Stud/Std G WEBS 1 Row at midpt 9-13 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiTek recommends that Stabilizers and required cross bracing Suite 109 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 13-5-8 except Qt=length) 12=0-5-8. (lb) - Max Horz 2=187(LC 5) Max Uplift All uplift 100 Ib or less at joint(s) 2 except 19=-299(LC 5), 20=100(1-C 8), 12=-130(LC 4) Max Grav All reactions 250 Ib or less at joints) 2, 2 except 19=1983(LC 1), 19=1983(LC 1), 20=283(LC 15), 12=1123(LC 20) BUTTE COUNTY FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BUILDING TOP CHORD 2-3=-157/353, 3-4=-170/869, 4-5=-109/747, 5-6=-906/204, 6-7=1568/307, DIVISION 7.8= -1568/307,8 -9=-1568/307,9-10=-846/168,10-11=992/168,11-12=-1091/148 BOT CHORD 2-20=-264/73, 9172/904416-26=0972/904815-16 ,172/9041/119, APPROVED 5 1/119817-26 415527=- 262/11580, 14-27=-262/1580, 14-28=-262/1580, 13-28=-262/1580 WEBS 18-20=-265/76, 3-18=-486/88, 5-18=-1515/296, 5-17=-277/1767, 6-17=-934/258, 6-15=131/839, 7-15=-372/156, 9-14=0/269, 9-13=942/178, 11-13=-119/1002 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 �F pQ EssiESSI h, ONq 4F2 (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load noncOncurrent with any ether live loads. 4f 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-" wide will J �', 76428 7 fit between the bottom chord and any other members, with BCDL = 10.Opsf. 70 6) A plate rating reduction of 20% has been applied for the green lumber members. 4 EXP. 12131/2 6 m 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 2 except Qt=1b) * -y H 19=299.20=100,12=130. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. �TFOF CAUL May 10,2016 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE MO -7473 rev. 1010312015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown. and 6 for an individual building component. not R R a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall =.�s building design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Cdteda, 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 Cooper Residence TCLL 20.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.07 17-19 >999 240 R47294D92 1604066 C16 Hip 1 1 7777 Greenback Lane BCLL 0.0 ' Rep Stress Incr YES WB 0.76 Horz(TL) 0.08 11 n/a n/a Job Reference (optional) SYSTEMS PLUS LUMBER, ANUERSUN CA 96007 7.tt40 5 Apr 19 2016 MITek Industries, Inc. Tue May 10 13:04:32 2016 Pagg9 1 ID:nv2fiuFIA13hODiRGDV31 WzJZnS-r3B_OET6hgEJZe906x_vrbKGGW3LrGj W?MODE3zHssj 1r 634 5.612 7�-2 7-62 7-2-14 7-2-.14 5-6121 6-3�1-0% Scale = 1:98.1 6x6 = 3x5 = 2x4 II 3x6 = 3x5 = , 6x6 = 6.00 12 4 5 6 7 8 9 20 19 27 18 17 28 16 29 15 30 14 13 4x5 — 2x4 I I 3x5 = 3x6 — 4x8 — 5x6 = 3x5 = 2x4 I I 4x5 — 3x5 = 63-0 12-0-0 19-62 34-7.2 41-10-0 I 47.6-12 53.10-0 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) -0.07 17-19 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.33 Vert(TL) -0.24 17-19 >999 180 7777 Greenback Lane BCLL 0.0 ' Rep Stress Incr YES WB 0.76 Horz(TL) 0.08 11 n/a n/a - BCDL 10.0 Code IBC2012rTP12007 (Matrix -M) Weight: 265 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-3-14 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 WEBS 1 Row at midpt 4-17, 5-16,8-16, 9-15 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=935/0-5-8,16=2599/0-3-8,11=893/0-5-8 Max Harz 2=104(LC 8) Max Uplift2=-119(LC 8), 16=-289(LC 5), 11=131(LC 9) Max Grav 2=960(LC 19), 16=2599(LC 1), 11=918(LC 20) FORCES. (Ib) - Max. Max. Ten. -All forces (Ib) or less except when shown. 1484/1 =-4 TOP CHORD 2-3=-1484/155, 3-4=-1 015/121, 4-5=-405/125, 5-0=311992, 6-7=-31/992, 7-8=-31/992, BUTTE COUNTY 8-9=-320/136, 9-10=-920/145, 10-11=-1396/181 BOT CHORD 2-20=152/1261, 19-20=-152/1261, 19-27=52/832, 18-27=-52/832, 17-18=-52/832, BUILDING DIVISION 17-28=-48/411, 16-28=-48/411, 16-29=0/305, 15-29=0/305, 15-30=0/746, 14-30=0/746, 13-14=-72/1183,11-13=-72/1183 building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing =-1 WEBS 3-19=484/169, 4-19=-1/4447, 4-17=-584/82, 5=17=0/588, 5-16=1658/195, APPROVED 6-16=-437/181, 8-16=-1569/170, 8-15=0/590, 9-15=-600/63, 9-14=-4/437, 10-14=-494/167 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Cdtedo, DSB-89 and BCSI Building Component 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=6.0:sf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 ';�LOFESSICl/V 3) Provide adequate drainage to prevent water ponding.COQ ON I O y � 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-M 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. J C 76428 F � 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=119, 16=289, 11=131. 4EXP. 12;31!2016 ^� 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. civil- OF IVILO;= CAS May 10,2016 ® WARNING - Verify, design parameters and READ NOTES ON THIS AND INCLUDED M/IEK 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 design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Nr iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Cdtedo, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hel hts CA 95610 Job . Truss Truss Type City Ply Cooper Residence LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud R47294093 1604.066 C17 Hip 1 1 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.60 Vert(TL) -0.35 14-28 >897 180 Job Reference (optional) JTJ I CMJ pLUJ LUMCCK. N uCKJuri l A eauu/ /.ti4U S Apr le Lela MI I el( Inauatnea, IAC. I us May lu 13:04:J31Ulb page 1 I D:nv2fiuFIA13hODiRGDV31wzJZnS-JFINbaUkS8MABok_geVBNosPKwLHandfEOmmmVzHssi -13-0 10-0-0 16-8-0 -24-2-8 27-0-0 ' 357-2 43-10-0 48$-12 53-10�_QrO 11-0� S3-0 4-8.12 6$-0 7$-8• 31-12 8-2-14 8.2-14 4$-12 S3-0 11-0-b 6x6 = 6.00 12 3x4 II 4x6 = 3x5 = 3x6 = 3x5 = 6x6 — 5 6 7 8 9 10 Scale = 1:99.8 22 21 18 17 16 15 29 14 4x5 —_ 4x8 — 3x4 II 3x4 II 4x8 = 3x6 — _ 3x5 = 4x5 — 6x8 = 7x8 = 3x5 = 10-" 16-&-0 2$ 24- 27-4.4 , 357-2 43110-0 53.10-0 1 10.0-0 6-8-0 I 7.6.8 3-1-12 I 8-2-14 8-2-14 10.0_-0 Plate Offsets (X,Y)— [2:0-1-8,Edge], [12:0-1-8,Edge], [19:0-0 4,0 481, [20:0-2-12,0-2-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.66 Vert(LL) -0.11 14-28 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.60 Vert(TL) -0.35 14-28 >897 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.85 Horz(TL) 0.07 12 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) Weight: 269 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-5-0 oc puffins. BOT CHORD 2x4 DF No.1&Btr G *Except* BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. 5-21,6-18: 2x4 DF Stud/Std G WEBS 1 Row at midpt 9-17,10-15 WEBS 2x4 DF Stud/Std G Tel recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 2=94910-5-8,17=2571/0-3-8,12--90710-5-8 Max Horz 2=88(LC 8) Max Uplift2=-106(LC 8),17=-341 (LC 5), 12=119(LC 9) Max Grav 2=960(LC 19), 17=2571 (LC 1), 12=924(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Q BUTTE COUNTY TOP CHORD 2-3=-1478/185,3-4=-1184/129, 4-5=-1007/189,5-6=-1026/188, 6-7=-22/588, 7-8=-98/1128, 8-9=-98/1128,9-10=-550/160, 10-11=-1103/138,11-12=-1395/217 BUILDING. DIVISION BOT CHORD 74/1271, 5-20=482/204; 19-20=-551/137, 5-16= -146-19=-1047/223,16-17=-39/548, 15-16=-391548,15-29=24/927,14-29=24/927,12-14=1 15-16=-39/548, 15-29=24/927, 14-29=24/927, 12-14=114/1195 APPROVED WEBS 3-22=-306/186, 4-22=0/295, 20-22=-46/944, 6-20=-224/1705, 17-19=-1158/221, 7-19=122/878, 7-17=-1030/237, 9-17=1875/242, 9-15=0/522, 10-15=-479/34, 10-14=0/414, 11-14=-296/185 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 �O ESSI Nq 3) Provide adequate drainage to prevent water ponding. F O 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-" tall by 1-" wide willONIO h, 2C fit between the bottom chord and any other members, with BCDL = IO.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) 2=106, J C 7642'8 Z' 17=341, 12=119. Q 8) "Semi-rigid pitcfibreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 4 EXP. 12131!2016 27 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. s� C[v]11- �TFOF CALIF May 10,2016 & WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERENCE PAGE Mll-7473 rev. 10/032015 BEFORE USE Design varid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for on 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 Irmo, building design. Bracing indicated is to prevent buckling of Individual truss web and/or chord members only. Additional temporary and permanent bracing M iT®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 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 Het his CA 95610 R47294D94 1604-066 - 1C18 IHip I1 I 1 Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Apr 19 2016 MITek Industries, Inc. Tue Mayy 10 13:04:34 2016 Pagel I D:nv2fiuFIA13hODiRGDV31wzJZnS-nRJlowVMDSU l oxJBDLONw&eSJjtJ6noTgVKlyzHs: fr_M 2.0_24-2-8 27.4-4 t 33.5.9—_ 39.8.11 4570-0 5.3=t0-0 54,]0, . 1 8-0-0 4.4-0 4-0-0 3-94 3-9-0 3-1-12 6-1-5 6-3-1 51-5 8-M 1-0-0 Scale = 1:100.0 19 d 3.4 11 3x5 = 6x6 = 6.00 12 3x5 = 30 II 3x6 —_ 3x6 = 3x5 = 3x5 = 6x6 = 3 - 4 5 6 7 B 9 10 11 12 N 413 IM I� 25 24 23 20 19 18 17 16 15 4x5 — 2X4 II 4x8 = 3x4 II 7x8 = 4x8 = 3x5 =3x6 = 3x5 = 2x4 II 4x5 — 6x8 = 3x4 II 8-0-0 12�-0 16.8-0 24-2-8 2744 1 33.59 39.8-11 4510-0 53-10-0 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2012/TPI2007 CSI. TC 0.44 BC 0.45 WB 0.98 (Matrix -M) DEFL. in (loc) I/deft Ud Vert(LL) -0.10 21-22 >999 240 Vert(TL) -0.34 21-22 >969 180 Horz(TL) 0.07 ' 13 n/a n/a PLATES GRIP MT20 220/195 Weight: 260 Ib FT = 20% LUMBER- BRACING - a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall TOP CHORD 2x4 DF No.,&Btr G TOP CHORD Structural wood sheathing directly applied or 5-0-13 oc purlins. BOT CHORD 2x4 DF No.1&Btr G 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 5-23;7-20: 2x4 DF Stud/Std G 6-M oc bracing: 23-24,20-21,19-20. WEBS 2x4 DF Stud/Std G WEBS 1 Row at midpt 10-19 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314. MiTek recommends that Stabilizers and required cross bracing Sulte 109 be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=936/0-5-8.19=2598/0-3-8,13=893/0-5-8 Max Horz 2=71(LC 8) Max Uplift2=-99(LC 8), 19=-377(LC 5), 13=-109(LC 9) Max Grav 2=940(LC 19), 19=2598(LC 1), 13=902(LC 20) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. BUTTECOu�� TOP CHORD 2-3=-1301/137, 3-4=-1130/188, 4-5=-1110/187, 5-6=-1128/183, 6-7=-104/930, 7-8=-102/944, 8-9=-102/944, 9-10=-186/1579,11-12=-953/190,12-13=-1222/137 v Q�'�(�ING DIV'VQ BUILDING. '®N BOT CHORD 2-25=89/1070, 24-25-92/1065, 21-22=-56/282, 17-18=-92/951, 16-17=-92/951, 15-16=-49/995,13-15=-46/1001 WEBS 3-25=0/258, 4-24=282/123, 22-24=-107/1120, 6-22=-91/1062, 6-21=-1469/266, + APPROVED 19-21=-1557/279, 9-21=-117/893, 9-19=-936/210, 10-19=-1930/272, 10-18=0/665, 11-18=-1028/124, 11-16=0/277, 12-15=0/283 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. 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 �OF E'SSIO& 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. OQ (ON IO `Filj \ 5) " This truss has been designed for live load 20.Opsf bottom a of on the chord in all areas where a rectangle fit between the bottom chord and any other members. 3.6-0 tall by 1-M wide will 6) A plate rating reduction of 20% has been applied for the green lumber members. U� C 76428 z 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) 2 except (jt=1b) 19=377,13=109. "Semi-rigid 4 EXP. 1213112016 8) pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. y 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. * // "', * J C May 10,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII.7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MiTek® connectors. This design B based only upon parameters shown, and is for an individual building component, not HT BE' 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 Ni iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Ouak:ty Cdteda. 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. Sulte 109 Citrus Hell bts. CA 95610 Job I. Truss Truss Type Qty Ply Cooper Residence , NAILED NAILED NAILED 5x10 = 4x4 = 4x6 = NAILED NAILED NAILED SyA 6.00 12 6x6 = 847294095 1604066 C19 Hip Girder 1 4x6 = NAILED 4x4 = NAILED 4x4 = NAILED 6x6 = Job Reference o tional 5Yb I 1=105 FLUS LUMetK, ANULKbUN UA 9eUUr r.09U 5 r 19 LU10 MI1 BK 1nousmes, Inc. 1 ue May lu 1J:U9:4L Lule Y9 e 1 ID:nv2fiuFIA13hODiRGD 31wzJZnS-Y omUfbNKvVvmAwjhlAFFik7XYNtBkr_IwRallzHssZ -1�0-0 11-0-0 16-8-0 20-5-0 24-2.8 27.4-0 341-9 4111 I 47-10.0 i 54.10-0 1-0 6-0-0 5.4-0 5-0-0 3-9.4 3-9-0 3.1-12 6.9-5 6-11-1 6-9-5 6.0-0 1:p.b Scale = 1:111.5 ' NAILED NAILED NAILED ® WARNING - Venty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 01111-7473 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 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 5x10 = 4x4 = 4x6 = NAILED NAILED NAILED SyA 6.00 12 6x6 = 7777 Greenback Lane NAILED Suite 109 NAILED NAILED 4x4 = 5x6 = 2x4 II 4x6 = NAILED 4x4 = NAILED 4x4 = NAILED 6x6 = 3 32 33 4 34 35 5 36 37 6 38 397 8 9 40 41 421011 43 44 4512 4617 48 13 49 , 1 �P�22 VI z 4 ,rq �$ 56 57 d 27 50 51 26 52 53 25 54 4x10 = 21 58 20 59 60 61 19 1@2 63 64 17 65 66 6716 4x5 = 2x4 II 4x10 = 3x4 II NAILED 3x4 II 4x8 = NAILED 4x6 = 40 NAILED 2x4 II 4x5 = HJC26 NAILED 7x8 = NAILED 7x8 = NAILED 4x4 = NAILED NAILED HJC26 NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED NAILED 6-0-0 11-0-0 16-8-0 20-5-0 24-2- 271.4 341-9 41-0.11 47-10.0 53-10-0 GO -0 5-0-0 .ri-4-0 1 3-9-0 3-9-0 3-1-12 6-9-5 6-11-1 Plate Offsets (X,Y)- (3:0-3-0,0-0-12], (13:0-3-0,0-0-121, (22:0-6-4,0-5-0] [23:0-2-0,0-2-0], [24:0-6-4,0-5-01 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 0.50 Vert(LL) 0.10 25 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.83 Vert(TL) -0.28 25 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.97 Horz(TL) 0.08 14 n/a n/a BCDL 10.0 Code IBC20121TP12007 (Matrix -M) Weight: 641 Ib FT = 20%' LUMBER- BRACING - TOP CHORD 2x6 DF No.2 G 'Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. 1-3,13-15: 2x4 DF No. I&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: BOT CHORD 2x6 DF No.2 G'Except* 6-M oc bracing: 22-23,21-22,20-21. 5-25,7-21: 2x4 DF Stud/Std G WEBS ' 2x4 DF Stud/Std G REACTIONS. (Ib/size) 2=1521/0-5-8,20=4632/0-3-8,14=1433/0-5-8 Max Horz 2=55(LC 8) Max Uplift2=-303(LC 8), 20=-1044(LC 5), 14=-285(LC 9) Max Grav 2=1523(LC 19), 20=4632(LC 1), 14=1439(LC 20) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2957/619, 3-32=-3179/732, 32-33=-3181/733, 4-33=-3188/733, 4-34=-3805/909, 34-35=-3805/909, 35-36=-3805/909, 5-36=-3805/909, 5-37=1037/271, 37-38=-1037/271, 6-38=1037/271, 6-39=-1037/271, 7-39=-1037/271, 7-8=-639/2944, 8-9=-639/2944, 9-40=-837/3745, 40-41=-837/3745, 41-42=-837/3745, 42-43=-837/3745,10-43=-83713745, 10-11=-529/133, 11-44=-529/133, 44-45=-529/133, 45-46=5291133.12-46=529/1133, 12-47=-2756/619, 47-48=-2752/618, 48-49=-2749/618,13-49---2745/617, 13-14=-2777/558 BOT CHORD 2-27=529/2601, 27-50=-528/2571, 50-51=528/2571, 26-51=-528/2571, 26-52=-73/379, 52-53=-73/379, 53-54=73/379, 25-54=73/379, 5-24=-98/910, 24-55=-873/3854, 55-56=-874/3848, 23-56=-873/3841, 23-57=-2840/660, 22-57=-2830/660, 7-22=-1997/503, 21-58=-297/61, 20.58=-297/61, 20-59=-55/529, 59-60=55/529, 60-61=55/529, 61-62=-55/529,19-62=55/529,18-19=-544/2748,18-63=-544/2748. 63-64=544/2748, 17.64=-544/2748, 17-65=-444/2411, 65-66=-444/2411, 66-67=-444/2411, 16.67=-444/2411, 14-16=-444/2441 WEBS 3-27=-40/587, 3-26=-225/778, 4-26=-865/374, 24-26=-635/2882, 4-24=-187/651, 5-23=-3077/701, 6-23=304/139, 7-23=-964/4213, 20-22=-3750/887, 9-22=-221/903, 9-20=1022/399, 10-20=-4568/996, 10-19=37/1084, 12-19=2403/526, 12-17=0/361, 13-17=-132/443, 13-16=-17/628 . BUTTE COUNTY BUILDING DIVISION APPROVED NOTES- (14) 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, 2x6 - 2 rows staggered 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=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS 1�10F.ESS IOMq .ON 10 C76 �. EXP. 12131/2016 11X- 1 CIViI �'O'F CA: KA- -in onia noMIAMBIWO nd zone' cantilever left and right exposed ' end vertical left and ri ht ex osed' Lumber DOL=1.33 plateqdp DOL=1.33 -y ' ® WARNING - Venty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 01111-7473 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 ITS 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 . p�IT®K• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the SyA fabrication, storage. delivery. erection and bracing of trusses and truss systems. see ANSI,rTPil Quality Criteria, DSB-89 and BCSI Bunding 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 -• Cooper Residence - ' 1247294095 1604-066 C79 Hip Girder 1 � i Job Reference (optional) SYSTEMS PLUS LUMBER, . ANDERSON CA 96007 7.640 s AAppr 19 2016 MfTek Industries, Inc. Tue May 10 13:04:42 2016 Page 2 ID:nv2fiuFIA13hODiRGDV31wzJZnS-Y omUfbNKvVvmAwjhlAFFik7XYNtBkr_IwRIaUzHssZ NOTES- (14) 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-" 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) except Qt=1b) 2=303, 20=1044, 14=285. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Use USP HJC26 (With 16d nails into Girder & 10d nails into Truss) or equivalent spaced at 41-9-4 oc max. starting at 6-0-6 from the left end to 47-9-10 to connect truss(es) to back face of bottom chord. 12) Fill all nail holes where hanger is in contact with lumber. 13) "NAILED" indicates 3-1 Od (0.148"x3") or 3-12d (0.148"x3.25") toe-nails. For, more details refer to MiTek's ST-TOENAIL Detail. 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-3=-60, 3-13=-60, 13-15=-60, 2-25=-20, 22-24=-20, 14-21=-20 Concentrated Loads (lb) Vert: 3=76(13) 8=-76(13) 7=-56(B) 18=-35(B) 27=-365(B) 22=-71(B) 13=76(13) 16=-365(B) 32=-76(B) 33=-76(B) 34=-76(B) 35=-76(B) 36=-76(B) 37=-56(B) 38=-56(B) 39=-56(B)40=76(B)41=-76(B)42=-76(B)43=-76(B)44=76(B) 45=-76(B)46=-76(B)47=76(B) 48=-76(B) 49=-76(B) 50=-35(B) 51=-35(B) 52=-35(B) 53=-35(B) 54=-35(B) 55=71(13) 56=-71(B) 57=-71(B) 58=-35(B) 59=35(B) 60=-35(B)61=-35(B)62=35(B)63=-35(B) 64=-35(B) 65=-35(B)66=-35(I3) 67=-35(B) . i • BUTTE COUNT BUILDING •DIVISION F AppROVED ® WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MI7EK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. " Design valid for use only with Mil ek® connectors. This design's based only upon parameters shown, and B 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 p �� building design. &acing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 1yBiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery. erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, 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 Cooper Residence r CSI. DEFL.. in floc) I/deft L/d PLATES GRIP R47294096 I16D4-066 CJA Jack -Open Structural Gable 1 1 ' TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007r.a405 ne ZUI0 mn eK inausmes, mc. we maty iv io:w:oa cu,o raga ,, ID:nv2fiuFIA13hODiRGDV3 wzJZnS-1AL8h7c75DdmNKVvFkhUn,,HG`ryvdvvQ17XZBI6wZHssY 1-5-0 .2-7-1 Scale = 1:9.2 ' 3x4 = Design valid for use only with MiTeLS connectors. This design is based only upon parameters shown, and is for an individual building component, not 2-7-1 ' 2_7_1 LOADING(psf) SPACING- 2-0-0 r CSI. DEFL.. in floc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 7777 Greenback Lane TC 0.08 Vert(LL) -0.00 7 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.02 Vert(TL) -0.00 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) .. 0.00 2 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) Weight: 9 Ib FT = 20% LUMBER- BRACING- TOP.CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-7-1 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=52/Mechanical, 2=211/0-7-6, 4=24/Mechanical Max Harz 2=58(LC 4) Max Uplift3=-23(LC 8), 2=-75(LC 4) Max Grav3=52(LC 1), 2=211(LC 1), 4=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=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) 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 studs spaced at 1-4-0 oc. 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-" 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) 3, 2. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. BUTTE COUNTY BUILDING DIVISION APPROVED C'OF:ESS IONS c<OQ (ONIOC:j G1 �F,1, J G 7642$ Z. �10 0 EXP. 12/3112016 ., 4 r\FoFCAL �_ May 10,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MI TEK REFERENCE PAGE 111II-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTeLS connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall r building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iti iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/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, Alexandria, VA 22314. Suite 109 Citrus Heights. CA 95610 - r Job ..Trus 3x4 = Truss Type Qty Ply CeoperResidence LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d - 847294097 1604-066 - D01 Hip Ginter 1 1 - Lumber DOL 1.15 BC 0.28 - - — BCLL 0.0 ' Job Reference (optional) bYb I tMb PLUb LUMbtI<, ANUtKJUN UA 981XI7 7.640 a Apr 19 2016 MfTek Industries, Inc. Tue May 10 13:04:442016 Page 1 I D: nv2ftu FIA13hODi RGDV31wzJZn S-VNvXvLdes W Ic7U46 pSCj K7pPILBufrl H mDwsfMzHssX -1-0-0 4.0-0 _ 7-10-0 11-10-0 12-lu 1-0-0_ 4.0.0 310-0 - 4-0-0 11, 6x6 = NAILED NAILED NAILED 4x4 = Scale = 1:23.5 I$ 3x4 = ,.... 2x4 "I l '"'"LL"' 3x4 =. 3x4 = HJC26 4-0-0 7-10-0 11-10-0 4-0-0 110-0 4-0-0 Plate Offsets (X,Y)— [2:0-1-0,Edge], 15:0-1 -0, Edge] 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) -0.02 7-8 >999 240 MT20• 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.28 Vert(TL) -0.07 7-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.14 Hdrz(TL) '0.02 5 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) Weight: 56 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 OF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-7-9 oc puffins. BOT CHORD 2x6 OF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 OF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 2=790/0-5-8,5=790/0-5-8 Max Horz 2=39(LC 8) Max Uplift2=-163(LC 8), 5=-163(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1383/281.3-13=-1196/272,4-13=-1196/272,4-5=-1381/279 COUNTY BOT CHORD 2-8=-22611223,8-14=-224/1198,7-14=224/1198,5-7=-196/1221 , BUTTE WEBS 3-8=-21/326, 4-7-18/325 BUILDING DIVISION NOTES- (13) 1) Unbalanced roof live loads have been considered for this design. APPROVED 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Op'Sf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-M 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) mechanical connection (by others) of truss to bearing plate capable of withstand°ng 100 Ib uplift atjoint(s) except Qt=1b) 2=163, 5=e 163 ESS! ON,g 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) Use USP HJC26 16d 9DF Q J . O N I O ��C (With nails into Girder & 10d nails into Truss) or equivalent spaced at 3-9-4 oc max. starting at 4-" from the left ��� �� y end to 7-9-10 to connect truss(es) to back face of bottom chord. 10) Fill all nail holes where hanger is in contact with lumber. lv 11) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails. For more details refer to MiTek's ST -TOENAIL Detail. J U C 7642 $ Z' 12) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).Of 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. 0 EXP. 12131/2016 '� LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) 1 Vert: 1-3=-00, 3-4=-60, 4-6=-60, 2-5=-20 T�TEQF CAU ��\P + May 10,2016 ' ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE Mll-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 on 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 fViiT®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/TPII Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 - - Citrus Heights, CA 95610 ' . 4 ;1 Job ,Truss Truss Type Oty Ply - Cooper Residence i. R47294097 1604066 D01 - Hip Girder 1 1 Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 - 7.640 s qqppr 19 2016 MITek Industries, Inc. Tue May 10 13:04:44 2016 Page 2 I D:nv2fiuF IA13hO D i RG DV31wzJZnS-VNvXvLdesW Ic7U46pSCj K7pPIL Bufrl H m DwsfMzHssX LOAD CASE(S) Standard Concentrated Loads (lb) Vert: 4=-30(B) 8=-203(B) 7=-203(8) 3=30(B) 13=-30(B) 14=-19(B) y r. 1 , BUTTE COUNTY BUILDING, DIVISION A"P'OVED -- ,1 ®WARNING - Ver11y 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 MiTeIG® connectors. This design is based only upon parameters shown, and is for an individual building component, not ��®® a truss system. Before use, the builcing designer must verify the applicability of design parameters and properly incorporate this design into the overall ■�Y�• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing p is always required for stability and 10 prevent collapse with possible personal injury and property damage. For general guidance regarding the - pIT®K• . fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSIPPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312; Alexandria, VA 22314. Suite 109 Citrus Hei hts CA 95610 Job , Truss Truss Type Qty Ply Cooper Residence Plate Grip DOL 1.15 TC 0.16 TCDL" 10.0 R47294098 lsoaoss D02 Hip Girder 1 3 Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Apr 19 2016 MiTek Industries, Inc. Tue May 10 13:04:45 2016 Page 1 ID:nv2fiuFIA13hODiRGDV31wzJZnS-zZTv6hdGdgtTdeflN9jytKMb81TzOFbO tgPBpzHssW -1-0-0 2-315 5-1� 6$10 9-0-1 11-10-0. 1-0 0 2-315 2-3-7 1-7 4 2-3-7 2-9 15 6x6 = 4x4 =. Scale = 1:21.8 4x8 — zxa n Oxo — bxa — 2x8 11 1 4x8 = 2-315 5-1-6 6-8-10 I 30-1 11-10-0 LOADING (psf) SPACING- 2-00 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.16 TCDL" 10.0 Lumber DOL 1.15 BC 0.48 BCLL 0.0 ' Rep Stress Incr NO WB. 0.33 BCDL 10.0 Code IBC2012fTP12007 (Matrix -M) DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.02 9 >999 240 MT20 220/195 Vert(TL) -0.07 9 >999 180 Horz(TL) 0.02 7 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 DF No.1&Btr G TOP CHORD BOT CHORD 2x8 DF No.2 BOT CHORD WEBS 2x4 DF Stud/Std G REACTIONS. (Ib/size) 7=4020/0-5-8, 2=2354/0-5-8 Max Hort 2=58(LC 31) Max Uplift7=-447(LC 9), 2=-310(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4383/539, 3-4=-4797/609, 4-5=-5051/647, 5-6=-5737/716, 6-7=-0903/799 BOT CHORD 2-11=-484/3885, 10-11=-484/3885, 10-16=507/4278, 9-16=507/4278, 9-17=-680/6153, 8-17=-080/6153, 8-18=680/6153, 7-18=-680/6153 WEBS 3-11=-417/92, 3-10=-152/594, 4-10=-125/857, 4-9=171/1349, 5-9=-277/2268, 6-9=-1140/123, 6-8=-71/1173 Weight: 208 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. BUTTE, COUNTYN BUILDING. D. NIS NOTES- (14) PpRnVED 1) 3 -ply truss to be connected together with 10d (0.131 "x3") nails as follows: A . Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x8 - 3 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. 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) 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-" 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) except (jt=1b) 7=447, 2=310. 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) Use USP THD28-2 (With 16d nails into Girder & 10d nails into Truss) or equivalent at 6-1-9 from the left end to connect truss(es) to front face of bottom chord. 12) Use USP HUS28 (With 16d nails into Girder & 16d nails into Truss) or equivalent spaced at 2-0-0 oc max. starting at 8-0-12 from the left end to 10-0-12 to connect truss(es) to front face of bottom chord. 13) Fill all nail holes where hanger is in contact with lumber. 14) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q OFESSIO/V' ON 10 m J 6 C 76428 z T Q * EXP. 12131/2011 C�� OF CA- ndard May 10,2016 ® WARNING - Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 10/032015 BEFORE USE R Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individovol building component, not _ q• 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 iV1iT®k� B always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, 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 k, Truss Truss Type Qly Ply Cooper Residence _ - R472B4098 1604-066 002 Hip Girder 1 q J ' Job Reference n SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Apr 19 2016MITek Industries, Inc. Tue Meyy 10 13:04:45 2016 Page 2 ID:Av2fiuFIA13hODiRGDV31wzJZnS-zZTv6hdGdgtTdeflN9j;Mb81TzOFbQ_tgPBpzHssW LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pIf) Vert: 1-4=-60, 4-5=-60, 5-7=-60, 2-7=-20 Concentrated Loads (lb) Vert: 16=-2393(F) 17=-1495(F) 18=-1503(F) (optional) BUTTE COUNTY BUILDING DIVISION APPROVED ® WARNING- Verify design parametersend READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTea connectors. This design is based only upon parameters shown, and is for on 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 p�Tek• • building design. Bracing indicated is to prevent buclding of individual truss web and/or chord members only. Additional temporary and permanent bracing IV l) l is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses. and truss systems, see ANSI/TPII Quality Criteria, 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 956' Job ,. Truss Truss Type Qty. Ply Cooper Residence 4-0-6 LOADING (psf) SPACING- 2-0-0 . CSI. 847294099 11604.066 Hot Diagonal Hip Girder 4 1 TCLL 20.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.01 8 Job Reference (optional) SYS I tMs FLUS LUMatM. ANUtKbUN UA VbUU1 f.b4u S Apr 19 2ulb MI I ex IntluSMeS, Int. Tu0 May 1u 13:u4:4S zule I -.g 1 I D:nv2fiuFIA13hODiRGDV31wzJZnS-zZTv6hdGdgtTdefl N9jytKMbcIZX019Q_t9PBpzHssW -1-512 4.5.8 8.5.13 1=5.12 4.5-8 11 1 4 5 • _ oxo i i 6 2x4 — NAILED NAILED 3x6 = Scale = 1:20.8 . - 4-5.8 Design valid for use only with MiTekGD connectors. This design is based only upon parameters shovm..ond 6 for an individual building component, not Iva 4-0-6 LOADING (psf) SPACING- 2-0-0 . CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) -0.01 8 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.12 Vert(TL) -0.03 7=8 >999 180 BCLL _ . 0.0 ' Rep Stress Incr 'NO WB 0.17 Horz(TL) 0.01 7 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) Weight: 36 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G WEBS 2x4 DF Stud/Std G REACTIONS. (Ib/size) 2-144/0-7-6,7=359/Mechanical Max Horz 2=137(LC 4) Max Uplift2=-100(LC 4), 7=-88(LC 8) .FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-12=-537/43, 3-12=-470/52 BOT CHORD 2-14=-122/476, 8-14=-122/476, 8-15=-122/476, 7-15=-122/476 WEBS . 3-7=-519/133 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- (10) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCD L=6.0psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has-been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3)' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-0-0 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) 7 except (jt=lb) 2=100. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails. For more details refer to MiTek's ST -TOENAIL Detail. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Cd. . LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase -1.15 Uniform Loads (plf) Vert: 1-5=-00, 6-9=-20 Concentrated Loads (lb) Vert: 15=-20(1`=10, B=-10) BUTTE COUNTY {'_.DING DIVISION APPROVED R()F.ESS/o& ON10 y4Z�.�,c� C 76428 Z ,*\:-,.4 Y./*, May 10,2016 ' ® WARNING - Verily design parameter: and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE 111II-7473 rev. 10/03,2015 BEFORE USE. Design valid for use only with MiTekGD connectors. This design is based only upon parameters shovm..ond 6 for an individual building component, not Iva 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 buciding 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, see AN 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 rD I- 5 rru55 rype wry �­y caper nwmnnun - 847294100 iO4-066 - H02 Diagonal Hip Girder 2 1 Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Apr 19 2016 MiTek Industries, Inc. Tue Me 10 13:04:46 2016 Pagge 1 ID:nv2fiuFIA1 3hODiRGDV31wzJZnS-RI 1 HK1 eu08?KFnEUwtEBPYvmm9ws7n5aDXPyjFzHssV J -5-"3Z.2 ' 1.512 - 3-0.2 2-7-0 Scale = 1:16.4 4 5 c 'j 3x4 = NAILED 6 NAILED 3-0-2 5.7-2 „ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/dell Ud 3x4 = NAILED 6 NAILED 3-0-2 5.7-2 „ LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) -0.00 8 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.05 Vert(TL) -0.01 8 >999 . 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.06 Horz(TL) 0.00 7 n/a n/a . BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) Citrus Hei his. CA 95610 Weight: 24 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-7-2 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 GMiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 2=319/0-7-6, 7=213/Mechanical Max Horz 2=99(LC 4) Max Uplift2=-83(LC 4), 7=-48(LC 8) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-289/12 BOT CHORD 2-8=-57/253, 7-8=-57/253 WEBS 3-7=-281/63 NOTES- (10) 1) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent wilh 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) 2, 7. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails. For more details refer to MiTek's ST -TOENAIL Detail. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). �OFESSIO& 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. COQ ON10 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 4y 2 to Uniform Loads (plf) � C 76428 Vert: 1-4=-60, 4-5=-20, 6-9=-20 BUTTE COUNTY EXP: 12131120.16 m BUILDING DIVISION * APPROVED �qT� C10- OF CAL\F ( -May 10,2016 ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MREK 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 on 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/TPIl 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. CA 95610 Job Truss Truss Type Qty TCLL Residence Plate Grip DOL 1.15 TC 0.10 TCDL JPlyCooper 847294101 1604066 H03 Diagonal Hip Girder 1 1 NO WB 0.16 BCDL 10.0 Code. IBC2012rTP12007 (Matrix -M) Job Reference (optional) STS I1 -Mb FLUS LUMUhli, ANUGHJUN UA utilxlr 1 .b4u s Apr le LUlb MI I eK Inaus nes, Int. I ue Mayy lU 1J:U4Ab Lule Y8 0 1 ID:nv2fiuFIA13hODiRGDV31wzJZnS-RllHK1euO8?KFnEUwtEBPYvmm94sM71baDX jFzHssV 1-5-12 4-3.6 11 .4 Scale = 1:19.1 1 4 5 2x4 = 4-3-6 8-1-9 43� 3=10_4 LOADING (psf) SPACING- . 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.10 TCDL 10.0 Lumber DOL 1.15 BC 0.28 BCLL 0.0 ' Rep Stress Incr NO WB 0.16 BCDL 10.0 Code. IBC2012rTP12007 (Matrix -M) LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD' 2x4 DF No. 1&Btr G WEBS 2x4 DF Stud/Std G REACTIONS. (Ib/size) 2=440/0-7-6, 6=334/Mechanical Max Horz 2=132(LC 4) Max Uplift2=-101(LC 4), 6=83(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-12=552/51, 3-12=-510/60 BOT CHORD 2-14=-125/489.8-14=-125/489,8-15=-125/489.7-15=-125/489 DEFL. in floc) I/deft L/d PLATES GRIP Vert(LL) -0.02 7-8 >999 240 MT20 220/195 Vert(TL) -0.05 7-8 >999 180 Horz(TL) 0.01 6n/a n/a Weight: 35 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. WEBS 3-7=-538/137 NOTES- (10) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.0psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=11.33 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-" 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) 6 except (jt=1b) 2=101. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. "NAILED" ESS'ON 8) indicates 3-10d (0.148'x3") or 2-12d (0.148"x3.25") toe -nails. For more details refer to MiTek's ST -TOENAIL Detail. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. OF Q� �Z�. 0N10 �C Z4O �y� LOAD CASE(S) Standard w �� 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1_.15 J O G 764.28 Z Uniform Loads (plf) t7 4 Vert: 1-5=-00, 6-9=-20 p Concentrated Loads BUTTE COUNTY EXP. 12,31/2016 m (lb) Vert: 15=-20(F=-10, B=-10) BUILDING DIVISION * APPROVEDCA �TFOF CAU May 10,2016 ® WARNING- Vedly design Parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MIF7473 rev. 10/032015 BEFORE USE. Design valid for use only with MiTek® connectors. This design's based only upon parameters shown, and B for an individual building component, not • ■ a truss system. Before use. the building cesigner must verity the applicabifty of design parameters and property incorporate this design into the overall building design. Bracing indicated a to prevent buckling of individual truss web and/or chord members only. Additionaltemporary and permanent bracing iTek" is always required for stability arid to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. 7777 Greenback Lane Suite 109 Job Truss Truss Type Qty Ply Cooper Residence o truss system. Before use, the building designer must verify the applicability of design parameters and Froperty incorporate this design into the overall 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.2 G BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. R47294102 1604-068 HATi GABLE 2 1 (lb) - Max Harz 1=18(LC 12) Safety Informallon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Max Uplift All uplift 100 lb or less atjoint(s) 1, 2, 6, 9, 10, 8 Suite 109 ' Max Grav All reactions 250 Ib or less at joint(s) 1, 7, 2, 6, 10, 8 except 9=269(LC 19) Job Reference(optional) . SYSTEMS PLUS LUMBER. ANDERSON CA 96007 4x4 = 6.00 12 7.640 5 r 19 2016 MiTeK Industries, Inc. TUB May 10 13:04:47 2016 Peg a 1 ID:nv2ftuFIA13hODiRGDV iwzJZnS-vxbfXMfW9R7BsxphU.I( yIRx7ZG2sEhjSB9WFhzHssIJ 11-2-10 11-2-10 . Scale = 1:20.8 2x4 11 40 = 10 •9 8 20 = 2x4 II - 2x4 II 20 II 20 = . LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2012lrP12007 CSI. TC 0.07 BC 0.06 WB 0.04 (Matrix) DEFL.. in (loc) I/deft Ud Vert(LL) n/a n/a 999 Vert(TL) n/a n/a 999 Horz(TL) 0.00. 7 n/a n/a PLATES GRIP MT20 220/195 Weight: 31 Ib FT = 20% LUMBER- BRACING - o truss system. Before use, the building designer must verify the applicability of design parameters and Froperty incorporate this design into the overall 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.2 G BOT CHORD Rigid ceiling directly applied or 6-M 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. rAll bearings 11-2-10. , (lb) - Max Harz 1=18(LC 12) Safety Informallon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Max Uplift All uplift 100 lb or less atjoint(s) 1, 2, 6, 9, 10, 8 Suite 109 ' Max Grav All reactions 250 Ib or less at joint(s) 1, 7, 2, 6, 10, 8 except 9=269(LC 19) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (13) 1) Unbalanced roof live loads hav6 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 requires continuous bottom chord bearing. 6) Gable studs spaced at 4-0-0 oc. 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-M 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 atjoint(s) 1, 2, 6, 9, 10,•8. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. ��F.ESS/O/`, ON�O 12) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ,Q 2 U2 r° C 76428 z J BUTTS COUNTY* � EXP. 121:31/2016 m ' BUILDING DIVISION ��rFOFCAV APPROVE® May 10,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERENCE PAGE MII.7473 rov. 10/038015 BEFORE USE. Design valid for use only with hLTeklti connectors. This design k based only upon parameters shown, anc B for an individual building component, not ��®® o truss system. Before use, the building designer must verify the applicability of design parameters and Froperty incorporate this design into the overall building design. Bracing indicated 6 to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing �T®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 ANSIM111 Quality Criteria, DSB-89 and BCSI Bunding Component 7777 Greenback Lane Safety Informallon available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314. Suite 109 ' ' Citrus Hei his, CA 95610 ' Job 1 Truss Truss Type Qty PlyCooper Residence . ' ■_.■1• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing R47294103 1604.066 HAI2 ,� Piggyback 2 1 Suite 109 Citrus Hal his CA 95610 Job Reference (optional) bYb I CMb YLUb LUMUtr(, ANUGKbUN UA tn=f 41-5 .. 4-8.5 /.a9U S Ar.l`J LUIe MI I BK maUSmeS, mc. I Ue Meyy lU 1:1:U4:9tl LUIti YaggO l ID:nv2fiuFIA13hODiRG V31wzJZnS-N891kIg8wIF2U5Nt2I fUz 5ozaVbglshru3o8zHssT Gfi-5. 11-2-10 1-10-0 48-5 Scale = 1:19.8 3x4 = 3x4 = , 3 2x4 I I e, 2x4 = - 2x4 II 2x4 = 11-2-10 Plate Offsets (X Y)— [3:0-2-0Edgel, 15:0-2-0,Edgel 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 0.13 Vert(LL) '0.00 7 n/r 120 MT20 220/195 TCDL 10.0 Lumber DOL1.15 BC 0.17 Vert(TL) 0.01 7 nlr 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 6 nla n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Weight: 31 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.2 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) 2=25619-4-0, 6=256/9-4-0, 8=301/9-4-0 Max Horz 2=-34(LC 9) Max Uplift2=-55(LC 8), 6=-00(LC 9) FORCES. (lb) -Max. Comp.IMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- (11) 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) 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-" 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) 2, 6. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. �OVESSIO/v 11) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber G3. COQ • �_� �P�.0N10tiF� c2 J C 76428 z Buri�G' * EXP. 12121112016'� Bul ING' DIVISION OV qT civil- ED IVIL ED FOFCA\ APpR . May 10,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11.7473 rev. 10103/2015 BEFORE USE Design valid for use only with MiTek® connectors. This design B 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 ■_.■1• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' R is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22514. Suite 109 Citrus Hal his CA 95610 Job Truss Truss Type QtyPly. PLATES GRIP MT20 220/195 Weight: 32 Ib FT = 20% Cooper Residence TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly - - or 10-0-0 oc bracing. R47294104 1604066 HATS Piggyback 1 1 Max Horz 2=42(LC 8) Max Uplift2=-43(LC 8), 4=-52(LC 9), 6=-14(LC 8) Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. . Max Grav 2=208(LC 19), 4=208(LC 20), 6=402(LC 1) Suite 109 ' Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 960D7 7.640 sr 19 2016 MTek Industries, Inc. Tue May 10 13:04:48 2016 Page 1 ID:nv2fiuFIA13hODiRG V31ZZnS-N891kig8WF2U5Nt21GfUz 5DzaWbgjshru3o8zHssT 5-7-5 11-2-10 .. - 5-7-5 5.7-5 ' Scale = 1:19.5 4x5 = 3 6 3x4 = 2x4 II 3x4 = 11-2-10 LOADING (psf) TCLL 20.0 TCDL 10.0• BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr YES Code IBC2012/TPI2007 CSI. TC 0.17 BC 0.17 WB 0.05 (Matrix) DEFL. in (loc) I/deft Ud Vert(LL) 0.01 5 n/r 120 Vert(TL) .0.02- 5 - n/r 120 Horz(TL) 0.00 4 n/a n/a PLATES GRIP MT20 220/195 Weight: 32 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.2 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. is always required for stability.and to prevent collapse with possible personal injury and property damage. For general guidance regarding the REACTIONS. (Ib/size) 2=206/9-4-0,4=206/9-4-0,6=40219-4-0 Max Horz 2=42(LC 8) Max Uplift2=-43(LC 8), 4=-52(LC 9), 6=-14(LC 8) Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. . Max Grav 2=208(LC 19), 4=208(LC 20), 6=402(LC 1) Suite 109 ' FORCES. (lb) - Max. Comp./Max.. Ten. -All forces 250 (lb) or less except when shown. WEBS '3-6=-252/58'. 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. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 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 alive 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. 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) 2, 4, 6. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable, or consult qualified building designer. pF.ESS/0/� ' 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. O NIO BUTTE COUNTY J G 76428 z BUILDING DIVISION EXP. 12131!2016 ^? * APPROVED OFC May 10,2016 ® WARNING - Verify design parameter: and READ NOTES ON THIS AND INCLUDED MrTEK REFERENCE PAGE Mll-7473 rev. 10/032015 BEFORE USE. Design valid for use only with MTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not HV 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 I�IiT®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/TPII Quality Criteria, DSB-89 and BCSI BuBding 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 1 Cooper Residence ' 847294105 1604-066 HRB Diagonal Hip Girder 2 1 JobReference(optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 19 2016 Mrrek Inc. TUB 10 13:04:49 2016 ID:nv2fiuFIA13hOD'RGDV31wzJZnS- KjQy2gmh3Nv6Fy3c7ou1AX4eMyOK7oOvVecKazHss; X5-12 1-1.8 7-2-9 1-512 1-i 8 6-1-2 Scale = 1:28.6 4 M111= LOADING (ps6 SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.96 TCDL 10.0 Lumber DOL 1.15 BC 0.03 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 BCDL 10.0 Code IBC2012/TP12007 (Matrix -M) LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.t&Btr G WEBS 2x4 DF Stud/Std G DEFL. in floc) I/deft Ud PLATES GRIP Vert(LL) 0.15 5 >436 240 MT20 220/195 Vert(TL) 0.10 . 5 >614 180 Horz(TL) -0.27 3 n/a n/a Weight: 17 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-1-8 oc purlins, except and 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 InsfaOatin —irio REACTIONS.: (Ib/size) 6=290/0-7-0, 3=286/Mechanical, 3=286/Mechanical Max Horz 6=125(LC 5) Max Uplift6=-47(LC 4), 3=-144(LC 8) 'FORCES. ••(lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6=-271/58• NOTES- (11) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDD=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-" 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) 6 except (jt=1b) 3=144. 7) Beveled plate or shim required to provide full.bearing surface with truss chord at ioint(s) 3. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) "NAILED" indicates 3-10d (0.148"x3") or 2-12d (0.148"x3.25") toe -nails. For more details refer to MiTek's ST -TOENAIL Detail. 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 (plBUTTE COUNT Vert: 1-2=-- 60, 2-4=-60, 5-6=-20 Concentrated Loads ) BUILDING DIVISION Vert: 7=36(F36(F==57) APPROVED �pFESS/pNq COQ ONIO C 76428 z' *l`lI� EXP. 12131/2W 6 H J* 'FOF�i'' May 10,2016 ® WARNING - Verily, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rov. 10/0312015 BEFORE USE Design valid for use only with Mf ekO 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 �iT®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/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, Alexandria, VA 22314. Suite'109 Citrus Hal hts. CA 95610 Job Truss Truss Type Qty Ply Cooper Residence 1.15 TCDL " Lumber DOL 1.15 R47294106 1604-066 J01 JACK -OPEN 14 1 Code IBC2012lrP12007 WB 0.00 HOrz(TL)„ 0.00 2 n/a n/a Job Reference (optional b7b I LMb NLUb LUMetH. ANUt1ibUN UA BMW / I.b4U 5 Apr 19 LU1b Mile,, Inaustnes, Inc. 1 ue May lU 13:U4:49 LU75 Nagel ID:nv2fiuFIA13hODiRGDV31wzJZnS-rKjQy2gmh3Nv6Fy3c7outAXlyMyBK7oOvVecKazHssS -1-0-0 1-11-11 i 1-0-0 1-11-1.1 LOADING (psf) SPACING- 24)-0 TCLL 20.0 Plate Grip DOL 1.15 TCDL 10.0 Lumber DOL 1.15 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code IBC2012lrP12007 LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.t&Btr G Scale = 1:9.7 2x4 = 1-11-11 ' 1-11-11 CSI. DEFL. in (loc) - I/deft Ud PLATES GRIP TC 0.04 Vert(LL) -0.00 7 >999 240 MT20 220/195 BC 0.01 Vert(TL) -0.00 7 >999 180 WB 0.00 HOrz(TL)„ 0.00 2 n/a n/a (Matrix -M) Weight: 7 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-11-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=41/Mechanical, 2=156/0-5-8, 4=20/Mechanical Max Horz 2=53(LC 8) Max Uplift3=-22(LC 8), 2=-28(LC 8) Max Grav 3=41(LC 1), 2=156(LC 1), 4=31(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL --'1.33 plate grip DOL=1.33 2) 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) 3, 2. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. BUTTE C®UN ON BUILDING DIVISION APPROVED ® 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 bosed 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Q�pE ESS10j�q� Q0 �ONIO F� yF G1 . C 76428 z Of v EXP. 1213.1/20.16 * „A;1 May.10,2016 MiTek' 7777 Greenback Lane Job Truss Truss Type Qty Ply Cooper Residence PLATES GRIP TCLL 20.0 Plate Grip DOL - 1.15 TC 0.10 847294107 1604.066 i J02 JACK -OPEN 10 1 BC 0.07 Vert(TL) -0.02 4-7 >999 180 , Rep Stress Incr Job Reference (optional) - SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.1540 s Apr 19 ZU18 MiTek Industries, Inc. The Mey lu 13:U4:bu ZUIb Page 1 I D:nv2FuFIA13hODiRGDV31wzJZnSJ W Ho9OhOSMVmjPXG9jJ7aO3SomHb3a1989NAsOzHssR 3-11-11 - Scale = 1:14.7 2x4 — 3-11-11 31111-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL - 1.15 TC 0.10 Vert(LL) 0.01 4-7 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15, BC 0.07 Vert(TL) -0.02 4-7 >999 180 BCLL ' 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) Weight: 13 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-11-11 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 Installation guide. REACTIONS. (Ib/size) 3=89/Mechanical, 2=24510-5-8,4=39/Mechanical Max Horz 2=89(LC 8) Max Uplift3=-d8(LC 8), 2=-35(LC 8) Max Grav 3=89(LC 1), 2=245(LC 1), 4=62(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vas6=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 35'5-0 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) 3, 2. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. , �pF.ESS /O/v c<Oe �(.ONIO h;1 F.y UT -TF co�Nw J X642$ Z pN�g�ON B` 1,�D'NG EXP. 12;31!2 6 ti �TFOFCAUF�� May 10,2016 ® WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MiTek® connectors. This design it 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 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 MiTek' 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, Alexandria, VA 22314. - Suite 109 Citrus Hal hts, CA 95610 Job Truss Truss Type Ory Ply Cooper Residence PLATES GRIP TCLL 20.0 1 1.15 TC 0.25 Rd7294108 1604066 J03 Jack -Open 41 1 BC 0.17 __ _ 4-7. >801 180 BCLL 0.0 ' Rep Stress Incr Job Reference (optional) JTJ I tMJ VLUJ LUMUM A UtKbVNL;AWWW E /.e4U S r la LUIti MIIex InaUStrleS, IAC. IUB MSy lU 1J:u4:"U u'o Y8 81 ID:nv2fiuFIA13hODiRGDV31 ZnSJWHo9OhOSMVmjPXG9jJ7a030RmG33a1989N OzHssR 6.40 6.0.0 3x4 = Scale = 1:19.7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.25 Vert(LL) -0.02 4-7 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.17 Vert(TL) -0.09 4-7. >801 180 BCLL 0.0 ' Rep Stress Incr YES WE 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code IBC2012/TP12007 (Matrix -M) Weight: 19 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. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer installation guide. REACTIONS. (Ib/size) 3=136/Mechanical, 2=344/0-5-8, 4=55/Mechanical Max Horz 2=127(LC 8) Max Uplift3=-75(LC 8), 2=-44(LC 8) Max Grav 3=136(LC 1), 2=344(LC 1); 4=93(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-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) Refer to girder(s) for truss to truss connection's. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. BUTTE COUNTY BUILDING PMSN APPROVED �OVESS1O)v Q' l Cli, .ONIO yF��� r° C 76428 z ;10 o EXP. 12/,31/2016 m OF CAU, May 10,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 ray. 10/032015 BEFORE USE. Design valid for use only with MTek® connectors. This design 6 based only upon parameters shown, and is for on individual building component, not I�• 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 buclding of individual truss web and/or chord members only. Additional temporary and permanent bracing iT®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/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, Alexandria, VA 22314. Suite 109 Citrus Hei his. CA 95610 Job Truss Truss Type Qty Ply,Cooper Residence LOADING (psn SPACING- 2-0-0 CSI. DEFL. in R47294109 1804066 J03A � Jack -Open 4 � i Vert(LL) -0.02 4-7 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON DA 96007 /.e4U S r ltl LUIe MI I ex mauarnes. Inc. i ue May lu 1J:W:71 zuio Pa B 1 ID:,v2 OFIA13hODiRGDV lrX2Z S-ojgANkilDgddLZ6SjQgM6bcbXAbXo1HJNp7j SzHssO 1-0-0 - 5-9-0 Scale = 1:19.1 " .. ... 3x4 = - - '• 5-9-0 .... ,- - LOADING (psn SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.23 Vert(LL) -0.02 4-7 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.15 Vert(TL) -0,08. 4-7 >905 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a ' BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) Weight: 18 Ib FT = 20% LUMBER- BRACING- TOP CHORD 2x4 DF No.1&Btr G TOP CHORD. Structural wood sheathing directly applied or 5-9-0 oc purlins. BOT CHORD 2x4 DF No.1&Btr G ' BOT CHORD Rigid ceiling directly applied or 1040-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer. Installation guide. REACTIONS. (Ib/size) 3=130/Mechanical, 2=332/0-5-8, 4=53/Mechanical Max Harz 2=122(LC 8) Max Uplift3=-72(LC 8), 2=-43(LC 8) Max Grav 3=130(LC 1), 2=332(LC 1), 4=89(LC 3) FORCES. (lb) -Max: Comp.iMax. Ten. -All forces 2.50. (lb) or less except when shown. NOTES- (9) j 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. 11; Exp C; an 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-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) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co: $UTTE COUN IO BUILDING DNISN APPROVED WARNING - Ver1/y design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. 10/03/2015 BEFORE USE Design valid for use only with fv,Tek® connectors. This design B 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 is always required for stability and to prevent collapse with possible personal injury and property domage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI BuBding Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Q��FESSlO�y�� =�k� .ON 10 w � � C 76428 EXP. 12131!20.16 m' 01 ""1 CALIF May 10,2016 ITSr MiTek'. 7777 Greenback Lane I"" , Truss Truss Type Qty Ply Cooper Residence 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 847294110 11604066 J03C' Jack -Open 4 1 Suite 109 Citrus Heights, CA 95610 _ - — Job Reference (optional) SYSTtMS PLUS LUMStH, ANUtNSUN UA 9aW / ' 1-0-0 /.04U e r lU 2ult1 MI I ex rnausales, Inc. I ue Me lU iJ:U4:al LUlO Y8 B 1 ID:nv2fiuFIA13hODiRGDV IwzJZnS-ojgANkilDgddLZ6SjQgM bccYAV5o1HJNp7j SzHssQ _3.5.8 6-0-0 3.5.8 Scale = 1:19.7 2x4 — 3.5.8 6-0-0 3.5.9 2-0-8 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 0.16 Vert(LL) -0.03 6 >999 240 MT20' 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.56 Vert(TL) -0.08. 5-6 >895 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.03 5 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) Weight: 21 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' ' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 3-7: 2x4 DF Stud/Std G MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 4=116/Mechanical, 2=328/0-5-8, 5=91 /Mechanical Max Horz 2=127(LC 8) Max Uplift4=-52(LC 8), 2=-39(LC 8), 5=-8(LC 8) Max Grav 4=116(LC 1); 2=328(LC 1), 5=94(LC 3) FORCES.. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft;Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a, 10.0 psf bottom chord live load nondoncurrent 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-" 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) 4, 2, 5. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q��F ESS /OAI ZG'c�o ONIq w BUTTE COUNTY J X C 76428 z BUILDING. DIVISION EXP. 1213112016'?? APPROVED Tq�F OF rv,�� May 10,2016 ® WARNING - VeAly 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 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 ANSIAPII Quality Criteria, DSB-89 and SCSI BuBding 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 € Truss Truss Type Qty PlyCooperResidence 3 .. . LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in 847294777 1Job 1604-066 J03N Jack -Open 5 1 Vert(LL) -0.03 3-0 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 95007 , 7.640 S Apr 19 2016 MiTek Industries, Inc. Tue May 10 13:04:51 2016 Pege 1 ID:nv2fiuFIA13h0DiRGDV3IwzJZnS-ojgANki1 DgddLZ6SjQgM6bcajAbwol HJNp7jPSzHssQ 5.10-8 Scale = 1:20.1 ' .. _ .. .. r . 3x4- - 5-10-8 5.70.8 3 .. . LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/def! Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.03 3-0 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.19 Vert(TL) -0.11 3-6 >629 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 1 n/a n/a BCDL . 10.0 Code IBC2012rrPI2007 (Matrix -M) Weight: 17 Ib FT = 20% LUMBER- . BRACING - TOP CHORD 2x4 DF No.1&Btr G • TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be -installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=257/0-4-0, 2=144/Mechanical, 3=64/Mechanical Max Horz 1=108(LC 8) Max Uplift 1 =-1 7(LC 8), 2=-78(LC 8) Max Grav 1=257(LC 1), 2=144(LC 1), 3=99(LC 3) . FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (8) 1) Windt ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=B.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 3-0-0 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) 1, 2. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ��F.E'SSIONq =�c�O,P��ONIO C 76428 z. BUTTE COUNTY EXP. 12131(20.16 "7BUILDING. DIVISION *. APPROVE® OFC May 10,2016 ® WARNING - Veft daslgn paramatem and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE MI1.7473 rev. 10/032015 BEFORE USE Design valid for use only with MRek® connectors. This design is based only upon parameters shown. and a for an individual building component, not R a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall i�lYi• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is otways required for stability and to prevent collapse with possible personal injury and property dcmoge. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMIl 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 Hell his CA 95610 Job! Truss Truss Type aty Ply Cooper Residence , TOP CHORD 2x4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins. BOT CHORD 2x4 OF No.1&Btr G BOT CHORD 'Rigid ceiling directly applied or 10-0-0 oc bracing. R47294112 1604-066 J04N Jack -Open 7 1 Max Horz 1=1013(LC 8) " Max Upliftl=-23(LC 8), 2=-72(LC'8) Max Grav 1=270(LC 1), 2=131(LC 1), 3=90(LC 3) Job Reference (optional) ,Yb 1 tMb PLUb" LUMetK, ANUtKbUN UA 95UU/ /.Ii4U 5 Apr la ZUlli Mi I ek InaU9aI8S, IAC. I ue May la 13:u4:bZ Zulb Pagel ID:nv2fiuFIA13hODiRGDV3lwzJZnS-GvOYa4jf IUziheH7Lbtp9mEaxfXUXSbTsHxvzHssP 5-9-0 ` Scale = 1:19.1 3x4 59.0 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' , BCDL 10.0 SPACING- 2-M Plate Grip DOL 1.15 Lumber DOL 1.15 Rep Stress Incr ' YES ,. Code IBC2012lrP12007 CSI. TC 0.23 BC • 0.16 WB. 0.00 (Matrix -M) DEFL. in floc) I/deft Ud Vert(LL) -0.02 3-6 >999 240 Vert(TL) -0.08 3-0 >876 180 Horz(TL) 0.00 1 n/a n/a PLATES GRIP MT20 220/195 Weight: 17 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 5-9-0 oc purlins. BOT CHORD 2x4 OF No.1&Btr G BOT CHORD 'Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing t be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 1=270/0-5-8, 2=131/Mechanical, 3=54/Mechanical Max Horz 1=1013(LC 8) Max Upliftl=-23(LC 8), 2=-72(LC'8) Max Grav 1=270(LC 1), 2=131(LC 1), 3=90(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Refer to girder(s) for truss to truss connections. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. , IONq� Q�OF.ESS ONIO BUTTE COUNTY c 76428 BUILDING. DIVISION EXP. 12/31/2016 ^� * APPROVED �q CIM �FOF C1F May 10,2016 ® WARNING - Verlry design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERENCE PAGE 11,1II-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 31• a truss system. Before use, the building designer must verify the applicability of design parameters anc property incorporate this design into the overall Inv building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Welk'is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/rPil Quality Criteria, DSB•89 and BCSI Bunding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts, CA 95610 Job r• r Truss Truss Type Qty, ' Residence ' 1.15 TCDL . 10.0 Lumber DOL 1plyCooper 847294113 1604-066 JOS Jack -Open 2 i Code IBC2012/TP]2007 Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON OA 95007 7'640a Apr 19 2015 MITek Industries, Inc. Tuo Mayy 10 13:04:"2 201" Pag e I ID:nv2ftuFIA13hODiRGDV31wzJZnS-GvOYa4jf IUziheH7Lb1p9m2axYXUXSbTsHxvzHssP -1-0-0 5-11-0 6.010 1.0.0 5-11-0 0.1, 0 Scale = 1:19.5 ' 3x4= .. 5-11-0 6.010 5-11-0 Plate Offsets (X,Y)— [2:0.0-8,Edge] LOADING (psf) SPACING- 2-0-0 TCLL20.0 ' Plate Grip DOL ' 1.15 TCDL . 10.0 Lumber DOL 1.15 BCLL 0.0 .' Rep Stress Incr YES BCDL 10.0 Code IBC2012/TP]2007 LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.t&Btr G CSI. DEFL. in (loc) I/deft L/d TC 0.24 Vert(LL) ' -0.02 4-7 >999 240 BC 0.16 Vert(TL) -0.09 4-7 >806 180 WB 0.00 Horz(TL) 0.00 2 n/a n/a (Matrix -M) " Id PLATES GRIP MT20 220/195 Weight: 19 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=134/Mechanical, 2=341/0-5-8, 4=55/Mechanical Max Horz 2=125(LC 8) Max Uplift3=-74(LC 8), 2=-44(LC 8) Max Grav 3=134(LC 1), 2=341(LC 1), 4=92(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (9) 1) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-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) 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) 3, 2. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. , i BUTTE COUNTYN BUILDING. DNISI APPR®VE® ® WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/1015 BEFORE USE. Design valid for use only with M1ekO 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 appl'icob(rity 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. -" a Qc�LQFESSIpNq�- =�c�0,��� 0 N I0 r° C 7642'8 z EXP. 12,31/2016 m s� �IV11. �TFQF CA1.0 May 10,2016 MiT®k' 7777 Greenback Lane Job r Truss Truss TypeOry �® Ply Cooper Residence building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iT®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 ANSUrPI1 Quality Criteria, DSB-89 and BCSI Building Component 847294114 1604-066 J06 Jack -Open 1 1 4 Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 1-0.0 7.600 5 Apr 19 2016 MTek Industries, Inc. Tue May 10 13:04:52 2016 PagB 1 ID:nv2fiuFIA13hODiRGDV31wzJZnS-GvOYa4jf IUziheH7LbfpgmaaxaXUXSbTsHxvzHssP �0 560 Scale = 1:18.5 LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G REACTIONS. (Ib/size) 3=125/Mechanical, 2=327/0-5-8, 4=53/Mechanical Max Horz 2=117(LC 8) Max Uplift3=-68(LC 8), 2=-40(LC 8) Max Grav 3=125(LC 1), 2=327(LC 1), 4=92(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 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection', in accordance with Stabilizer Installation ouide. 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 nonconcurreht 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) 3, 2. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�OFESS/QN. CO �pNlO yccryc/ t w � J C 76428 cy- 0 * EXP.12131/20.16BUTT m DNISIO ,qT c►v ►� BUILDING D FOFCAL�F A,PPR®VE May 10,2016 ® WARNING - Verffy design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII.7473 nsv. 10/03,2015 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown. and Is for on 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 iT®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 ANSUrPI1 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 4 3x4 = . . 5.6.0 6-0.0 a&__0 s o LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) -0.02 4-7 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.16 Vert(TL) -0.09 4-7 >830 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) Weight: 18 Ib FT = 20% LUMBER - TOP CHORD 2x4 DF No.1&Btr G BOT CHORD 2x4 DF No.1&Btr G REACTIONS. (Ib/size) 3=125/Mechanical, 2=327/0-5-8, 4=53/Mechanical Max Horz 2=117(LC 8) Max Uplift3=-68(LC 8), 2=-40(LC 8) Max Grav 3=125(LC 1), 2=327(LC 1), 4=92(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 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection', in accordance with Stabilizer Installation ouide. 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 nonconcurreht 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) 3, 2. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�OFESS/QN. CO �pNlO yccryc/ t w � J C 76428 cy- 0 * EXP.12131/20.16BUTT m DNISIO ,qT c►v ►� BUILDING D FOFCAL�F A,PPR®VE May 10,2016 ® WARNING - Verffy design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII.7473 nsv. 10/03,2015 BEFORE USE. Design valid for use only with MiTek@ connectors. This design is based only upon parameters shown. and Is for on 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 iT®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 ANSUrPI1 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 t !Job r• ) Truss Truss Type - City ply Cooper Residence PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.10 847294115 1604066 J07 Jack -Open. 3 1 BC 0.07 Vert(TL) -0.02 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr Job Reference (optional) SYSTEMS PLUS LUMBER, ANUERSUN UA 95007 7.640 a Apr 19 ZU15 MITek Industries, Inc. Tue May 10 13:04:53 2016 Page 1 ID:nv2fiuFIA13hODiRGDV31wzJZnS-k5ywoOkHkHtLasGgrrsgBOhzO IHGxnbg7cgTLzHssO t�-0+ 4-0-0 .4-0-0 2x4 = 1 4�0 Scale = 1:14.8 LOADING (psf) f�1 2-0-0 1 2x4 = 1 4�0 Scale = 1:14.8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) " I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.10 Vert(LL) 0.01 4-7 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(TL) -0.02 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a - BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) Weight: 13 Ib FT = 20% LUMBER- BRACING- , TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc'pudins. 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 Inctallatinn nuida IRLAGTION5. (Ib/size) 3=9U/Mechanical, 2=247/0-5-8, 4=39/Mechanical Max Horz 2=89(LC 8) Max Upli33=-49(LC 8), 2=-35(LC 8) Max Gray 3=90(LC 1), 2=247(LC 1), 4=62(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) 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) 3, 2. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. BUTTE COUNT BUILDING. DIVISION / APPROVED ® WARNING - VedFj design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev. 101=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 o 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1�pF.ESSio& ONIO 44 U C 76428 * EXP. /31/2016 �TFQF CA�� May 10,2016 ITS MiTek• 7777 Greenback Lane Suite 109 ,7 Truss - Truss Type Qty Ply . Cooper Residence building design. Bracing indicated i1 to prevent buckling of individual truss web and/or chord members on Y. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and SCSI Building Component 847294116 1Job 1604-066 JA1 Jack -Open 1 1 Citrus Heights, CA 95610 Job Reference (optional) SYSTEMS PLUS LUMBER, ANUERSON CA 96007 7.640 s Apr 19 2016 MITek Industries, Inc. Tue May 10 13:04:53 2016 Page 1 ID:nv2fuFIA13hODiRGDV31wzJZnS-kSywoQkHkHtLasGgrrsgBOhy_J9Gxnbg7cgTLzHssO 1-10-8 1-0-0 110-8 Scale = 1:9.4 2x4 = 1 -to -8 1.10 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.04 Vert(LL) -0.00 7 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.01 Vert(TL) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) Weight: 7 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-10-8 oc'purlins. BOT CHORD 2x4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. (Ib/size) 3=39/Mechanical, 2=152/0-5-8, 4=18/Mechanical Max Horz 2=51 (LC 8) Max Uplift3=-20(LC 8), 2=-28(LC 8) , Max Grav 3=39(LC 1), 2=152(LC 1), 4=29(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) 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. 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-" tall by 1-" 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) 3, 2. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. gU�E COUNN BAPPRpVED �pFESS1pNq .pNIO ti2. �P F 2i v G 76428 z CIVIL TFOF CA_V May 10,2016 ® WARNING - Verify 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 M1ek® connectors. This design is based only upon parameters shown, and is loran individual building component, not • Val 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 i1 to prevent buckling of individual truss web and/or chord members on Y. Additional temporary and permanent bracing M iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII 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 604.066 IJB1 SYSTEMS PLUS LUMBER, ANDERSON CA 96007 Jack -Open Girder 847294117 1 7.640 s Apr 19 2016 MTrek Industries, Inc. Tue Me yy 10 13:04:54 2016 Pagge 1 ID:nv2fiuFIA13hODiRGDV31wzJZnS-CIWJ7mkvVbOCCOr10YN3kEE52Ne170113nLN7nzHssN -0-0 1-0-0 1-11-11 20-5 5 4 2x4 II jA Scale = 1:19.9 LOADING (pso 1 2-" CSI. DEFL. in (loc) I/deft' L/d 847294117 1 7.640 s Apr 19 2016 MTrek Industries, Inc. Tue Me yy 10 13:04:54 2016 Pagge 1 ID:nv2fiuFIA13hODiRGDV31wzJZnS-CIWJ7mkvVbOCCOr10YN3kEE52Ne170113nLN7nzHssN -0-0 1-0-0 1-11-11 20-5 5 4 2x4 II jA Scale = 1:19.9 LOADING (pso SPACING- 2-" CSI. DEFL. in (loc) I/deft' L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.01 4-5 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.10 Vert(TL) ' -0.02 4-5 >999 180 7777 Greenback Lane SCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) -0.03 3 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) Weight: 13 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G 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) 5=178/0-3-8, 3=38/Mechanical, 4=34/Mechanical Max Horz 5=72(1.0 5) Max Uplift5=-5(LC 8), 3=-48(LC 8), 4=-7(LC 5) Max Gray 5=178(LC 1), 3=45(LC 29), 4=70(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=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-" 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 lb uplift at joint(s) 5, 3, 4. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails. For more details refer to MiTek's ST -TOENAIL Detail. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plo Vert: 1-2=-00, 2-3=-60, 4-5=-20 BUTTE COUNTY BUILDING. DIVISION AppROVED Q�pF.ESS /0A/4, ��o oNio y Fyc �' Cc r° C 76428 7 o EXP. 1213112016 ^� May 10,2016 ® WARNING - Verlly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 ns , 10/03]2015 BEFORE USE Design valid for use only with M7eL® connectors. This design is bosed 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 iivY®® building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing iw iT®k� is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrical'ion, storage, delivery, erection and bracing of trusses and truss systems, see ANSI Il 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 Het his CA 95610 Job r Truss Truss Type Ory Ply Cooper Residence i TCLL 20.0 Plate Grip DOL 1.15 TC 0.44- R47294118 tso4-Dss JB2 Jack -Closed' 2 1 BC 0.13 Vert(TL) -0.03 4-5 >999 180 _ Rep Stress Incr YES Job Reference (optional) SYSTEMS PLUS LUMBER. ANUERSUN UA 96007 . t.ti40 s Apr la ZU16 MI I eK InausVles, Inc. 1 ue May lu 13:U4:' 'u" Ye e 1 ID:nv2(iuFIA13hODiRGDV31wzJZnS-CIWJ9mkvVbOCCOr10YN3kEE3TNdY70113nL 7nzHssN 4-0-0 .141.111 3-1 1-0-0 3.8.8 63- ' Special 0-0-5 - Scale = 1:25.1 0 LOADING (psf). SPACING- Z-0-0 s CSI. �d (loc) I/deal Ud 4 TCLL 20.0 LOADING (psf). SPACING- Z-0-0 CSI. DEFL. in (loc) I/deal Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.44- Vert(LL) 0.02 4-5 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.13 Vert(TL) -0.03 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.07 3 . n/a n/a BCDL 10.0 Code IBC2012ffP12007 (Matrix -M) Weight: 16 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.18Btr G. TOP CHORD-- • Structural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD 2x4 DF No. I&Btr G 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 f Installation uide. REACTIONS. (Ib/size) 5=230/0-3-8, 3=344/Mechanical, 4=40/Mechanical Max Horz 5=95(LC 5) , Max Uplift3=-203(LC 8), 4=2(1_C 8) ' Max Grav 5=230(LC 1), 3=344(LC 1), 4=73(LC 3) ' e FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 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; 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-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) 4 except (jt=1b) 3=203. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 244 Ib down and 157 Ib up at 3-10-15 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). ' 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. • ' Y LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) BUTTE COUNTY Vert: 1-2=-60, 2-3=-00, 4-5=-20 Concentrated o ds(lb / BUILDING DIVISION v � APPROVED. ® WARNING - Verrry design parameters and READ NOTES ON THIS AND INCLUDED MrTEK REFERENCE PAGE M11-7473 ray. 1010312015 BEFORE USE Design valid for use only with MiTek® connector. This design is based only upon parameter 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 indicoted'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 ANSI/TPII Quality Criteria, DSB-89 and BC51 Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Qc,pFESS/0A/ A. NIC) o C 76428 z '.�OF CALIF May 10,2016 ul, MiTek' 7777 Greenback Lane -1 4 Truss Type City Ply Cooper Residence ' �Truss CSI. DEFL. in (loc) I/deft Ud 847294119 ,Job 1604-066 JB3 Jack -Open 1 1 5-6 >999 240 MT20 220/195 TCDL .10.0 Lumber DOL 1.15 BC 0.16 ' ._ Job Reference (optional) JTS 1 tMJ VLUJ LUMutK, , ANUCKJUN UA ebUU1 i.e4U S Apr le LUIa MI I oK inausVles, Inc. I ue MBy lU 1J:U4:�� LU1b VS 0 V ID:riv2ffuFIA13hODiRGDV31wzJZnS-gU4hC61XGv83gA0DyGuIGRnCZnzGkrHuIR5x EzHssM 6 5 . 3x4 11 Scale = 1:28.0 • ®® Is 4-0.0 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.55 Vert(LL) 0.02 5-6 >999 240 MT20 220/195 TCDL .10.0 Lumber DOL 1.15 BC 0.16 ' ._ Vert(TL) -0.03 5-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.09 4 n/a n/a BCDL 10.0 Code IBC2012rrPI2007 (Matrix -M) Weight: 17 Ib FT = 20% LUMBER- " BRACING - TOP CHORD 2x4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins, except BOT CHORD 2x4 DF No.1&Btr G 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. All bearings Mechanical except (jt=length) 6=0-3-8, 3=0-1-8. (lb) - Max Horz6=107(LC 5) Max Uplift All uplift 100 lb or less at joint(s) 4, 5 except 3=-100(LC 8) Max Grav All reactions 250 Ib or less at joiht(s) 6, 4, 5, 3 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (10) 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; 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-" 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) 3. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4, 5 except at=lb) 3=100. 8) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 3. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. BUTTE COUNTY BUILDING. DIVISION APPROVED . �pFESS/ONS eoNio y���c� C 76428.-7 0 EXP. 12131/2016 m * i ,/ May 10,2016 ® WARNING - VerNy dosign Parameters and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE 111I1-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design's based only upon parameters shown, and is for an individual balding component, not ®® Is a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall ■�i■�• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporaryand permanent bracing iTek' is always required for stability and to prevent collapse with possible personal injury and property domoge. For general guidance regarding the 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, Alexandda, VA 22314. Suite 109 " Citrus Hei his. CA 95610 Job 1 ! Truss Truss Type Qty TCLL 20.0 Plate Grip DOL 1.15 TC . 0.03 TCDL �PlyCooperResdence 847294120 1604-066 LAY01 � Ley -In Gable 1 1 YES' WB 0.01 BCDL 10.0 Code IBC2012/TPI2007 (Matrix) Job Reference (optional) SYSTEMS PLUS LUMBER, ,ANUEK5UN CA 915007 /.159U S Apf 19 LU115 MI I ex InauStnas, Inc. I ue Ma 1U 1 xWAo Lu1D Ya B 1 ID:nv2fiuFIA13hODiRGDV31wzJZnS-gIJ4hC61XGv83gAODyGuI RnKZn7Wkr7uIR5x EzHssM 1-10-0 3-7-15 1-1 D-0 1-10.0 4x4. _ 2 4 20 // 2x4 II .2x4.\\ LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC . 0.03 TCDL 10.0 Lumber DOL 1.15 BC 0.02 BCLL 0.0 ' Rep Stress Incr YES' WB 0.01 BCDL 10.0 Code IBC2012/TPI2007 (Matrix) LUMBER - TOP CHORD 2x4 DF No.2 G BOT CHORD 2x4 DF No.2 G OTHERS 2x4 DF Stud/Std G 3-7-15 ISED AS A FILLER TRUSS ONLY Scale = 1:13.3 DEFL. in —(loc) I/defl L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 220/195 Vert(TL) n/a n/a 999 Horz(TL) 0.00 3 n/a n/a - Weight: 13 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-15 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 In�r=u�rinrl motto REACTIONS. (Ib/size) 1=76/3-7-15,3=76/3-7-15,4=90/3-7-15 Max Horz 1=42(LC 7) Max Upliftl=-19(LC 9), 3=-16(LC 9) Max Grav 1=76(LC 1), 3=76(LC 1), 4=93(LC 3) 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. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) 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 lb uplift at joint(s) 1, 3. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. BUTTE COUNTY BUILDING, DIVISION APPROVED ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MfTEK REFERENCE PAGE 11111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with Mffek® 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 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. ESSION O N I O qZ J C 76428 z EXP. 12131/2W6 H \ � May 10,2016 Iva MiTek' 7777 Greenback Lane T 'Truss Type Qty Ply Coo per Residence16D4-D66 lJob Fus—s is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/1PI1 Quality Criteria, 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. /247294121 e • 11 10 02 GABLE 2 1 9 8 4x4 I I. Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Apr 19 2016 MITek Industries, Inc. Tue May 10 13:04:56 2016 Page 1 ID:nv2fiuFIA12lh0DiRGDV31wzJZnS-8ge3QRm91 CGvRK9PWzQXpfJNXBIRTHw2W5gU4gzHssL 9-10-5 9-10-5 3x5 11 6 Scale = 1:65.1 - 13.42 12 5 Nat TO BE USED AS.A FILLER TRUSS ONLY • 3 2 4 is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/1PI1 Quality Criteria, 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 e • 11 10 Citrus Heights. CA 95610 181 7 9 8 4x4 I I. Plate Offsets_(X,Y)— (7:Edge,0-3-81 LOADING(pso SPACING- 2-0-0 CSI. DEFL. in floc) I/deft L/d 'PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.53 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.23 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) -0.00 7 n/a n/a BCDL 10.0 Code IBC2012lrP12007 (Matrix) Weight: 74 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.2 G TOP CHORD 'Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.2 G end verticals. WEBS 2x4 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud/Std G WEBS 1 Row at midpt 6-7,5-8 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 9-10-5. (lb) - Max Harz 1=381(LC 7) Max Uplift All uplift 100 lb or less atjoint(s) except 1=-174(LC 6), 7=153(LC 7), N TY l l=-122(LC B), 10=-122(LC 8), 9=116(LC 8), 8=-130(LC 8) BUTTE COU Max Grav All reactions 2501b or less at joints) 7, 11, 10, 8 except 1=321(LC 5), 9=257(LC 15) BUILDING. DIVISION FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. (� O" �� TOP CHORD 1-2=-429/291,2-3=-366/246,3-4=-297/197,4-5=-277/188 {� 1r R V APPROVED 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) 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-M 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 174 Ib uplift at joint 1, 153 Ib uplift at joint 7, 122 lb uplift at joint 11, 122 Ib uplift at joint 10, 116 lb uplift at joint 9 and 130 Ib uplift at joint 8. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. ()FESsov ��.ONIO w � J C 76428 �. t7 EXP, 12131/2016 CIVI T�FFCA�� May 10,2016 ® WARNING - VeAfy design parameters, and READ NOTES ON THIS AND INCLUDED MtTEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only uponparameters shown, and is for an individual building component, not Nat 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/1PI1 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 R47294122 1604-066 1 LAY03 I GABLE SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Apr 19 2016 MiTek Industries, Inc. Tue May 10 13:04:56 2016 Page 1 ID:nv2fiuFIA13hODiRGDV31wzJZnS-8ge3QRm91CGvRK7PWzQXpfJV BLOTH 2W5gU4gzHssL 6-2-5 14.9-0 6-2-5 8.6-11 TO BE USED AS A FILLER TRUSS ONLY 3x4 // Scale = 1:40.3 s 6 3x4 // 16 15 14 13 12 30 // 8.6-11 14-9-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.15 TC 0.05 TCDL -10.0 Lumber DOL 1.15 BC 0.04 BCLL 0.0 ' Rep Stress Incr YES WB 0.10 BCDL 10.0 Code IBC2012rrP12007 (Matrix) DEFL. in (loc) I/deg L/d PLATES GRIP Vert(LL) n/a n/a 999 MT20 220/195 Vert(TL) n/a n/a 999 Horz(TL) -0.00 9 n/a n/a Weight: 82 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No.2 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 14-9-0. (lb) - Max Harz 1=248(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 1, 9, 12, 14, 13, 11, 10 except 16=-121(LC 8), 15=-131(LC 8) Max Grav All reactions 250 lb or less atjoint(s) 1, 9, 12, 16, 15, 14, 13, 11, 10 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-269/117 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; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 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-" wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 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) 1, 9, 12, 14, 13, 11, 10 except Qt=1b) 16=121, 15=131. 10) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 9, 11, 10. 11) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 12) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. BUTTE COUNTY BUILDING DIVISION APPROVED. ol- �OFESS1o/�i,� =�c�oe ONIp w � C 76428'AZ m * y EXP. 1231 /2016 CIVI�- \QF CAL May 10,2016 ® WARNING - Vanity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 lay. 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 the applicability of design parameters and property incorporate this design into the overall• building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal injury and property. damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria, 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 Hal hts. CA 95610 Job !' -Truss 6 2x4 II 7-0-11 6-111 Truss Type Oty Ply]Job Cooper Residence . (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 DEFL. in (Io c)' I/defl Ud PLATES GRIP TCLL . 20.0 847294123 1604-066 r1sY04 GABLE 1 TCDL 10.0 Lumber DOL . 1.15 BC 0.02 of bearing surface. Vert(TL) n/a n/a 999 Reference (optional) alp 1—rwa ­or_n, nr t.c vrvt Aaouur TO BE USED AS A FILLER TRUSS ONLY r.a4u sr la Lula MI I ex tnaustnes, Inc. I ua May lu 13:u4:w Lula Me 1 ID:nv2fiuFIA13hODiRGDV IwzJZnS-dCRdnnnoWOrn UZc4hxmMssgjbhvCkkBlla2c6zHssK 3-3-5 7-4-11 33-5 4-1-5 4x4 = Scale= 1:31.0 3 . 13.42 12 x4 II 9 8 7 3x4 \\ 2x4 II 2x4 II 0-10.0 • ' 0-10-0� 6 2x4 II 7-0-11 6-111 2x4 O . . LOADING (psf) SPACING- 2-0-0 CSI. (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 DEFL. in (Io c)' I/defl Ud PLATES GRIP TCLL . 20.0 Plate Grip DOL 1.15 TC 0.06 i� iT®k� Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL . 1.15 BC 0.02 of bearing surface. Vert(TL) n/a n/a 999 Citrus Hel hts. CA 95610 BCLL '0.0 ' Rep Stress Incr YES WB 0.07 �& QQ �N I `F O �C Horz(TL) 0.00 5 n/a ' rufa BCDL 10.0 Code IBC2012/rP12007 (Matrix) BUTTE COUNTY Weight: 35 lb FT = 20% LUMBER- BRACING - APPROVED'.' TOP CHORD 2x4 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD 2x4 DF Nc.2 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 7-4-11. (lb) - Max Horz 1=-102(LC 4) Max Uplift All uplift 100 Ib or less at joints) 5 except 9=-119(LC 9), 8=-154(LC 8), 6=-143(LC 9) Max Grav All reactions 250lb or less atjoint(s) 1, 5, 9, 7, 8, 6 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. NOTES- (11) 1) Unbalanced roof live Icads have been considered for this design. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall 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. building design. Bracing indicated is to'prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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 i� iT®k� fit between the bottom chord and any other members. 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/TPIT Quality Criteria, DSB-87 and BCSI Building Component 6) A plate rating reduction of 20% has been applied for the green lumber members. 7777 Greenback Lane 7) Bearing at joint(s) 1 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 5 except Qt=1b) 9=119 Citrus Hel hts. CA 95610 8=154, 6=143. 9) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1. ESS10A/ 10) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 11) WARNING: Engineering is is fabricated �& QQ �N I `F O �C void unless truss by Systems Plus Lumber Co. �j� tiF �z J r° C 76428 m BUTTE COUNTY 41! EXP. 12131/2016 m BUILDING DIVISION * �,qr APPROVED'.' cjv►� FOFCAL\F . . May 10,2016 . ® WARNING - Verdy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 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 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 i� iT®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/TPIT Quality Criteria, DSB-87 and BCSI Building Component 7777 Greenback Lane Safety Information, available from Truss Plate Institute, 218 N. Ise Street, Suite 312, Alexandria, V.4 22314. Suite 109 Citrus Hel hts. CA 95610 TO BE USED 'AS A FILLER TRUSS ONLY 10.0-13 10-9-8 ' 6x6 4x4 11 6 7 8 9 • 10 11 12 3x4 // 23 22 21 20 19 18 17 16 15 5x6 = 14 13 4x4 I I Scale = 1:66.2 . .. 20-10-5 . Plate Offsets (X Y)— [6:0-2-10,Edge]12:Ed e,0-3-81, [13:Edge,0-3-81, [20:0-3-0,0-3-01 WOW LOADING (psi] SPACING- 2-0-0 7777 Greenback Lane CSI. DEFL. in (loc) I/def! Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.60 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL ' 1.15 BC 0.26 Vert(TL) n/a n/a 999 BCLL ' 0.0 ' Rep Stress Incr YES WB 0.10 Horz(TL) -0.00 13 n/a n/a BCDL 10.0 Code IBC2012lrP12007 (Matrix) Weight: 191 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 DF No.2 G end verticals. WEBS 2x4 DF No.2 G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 DF Stud/Std G WEBS 1 Row at midpt 12-13, 5-20, 6-19, 7-18, 8-17, 9-16,10-15, 11-14 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. REACTIONS. All bearings 20-10-5 (lb) - Max Harz 1=399(LC 5) Max Uplift All uplift 100 !9 or less at 9(LCs) 13, =-1 21 (LC 16, 15 except (LC 85(LC BUTTE COUNTY 6), 23=-123(LC 8), 22=119(LC 8), 21=-121(LC 8), 20=-131(LC 8), 19=-120(LC 1 5), 14=-1 ctionLC 4) DIVISION Max Grav All reactions 25019 or less 2at 0=2 3(L 13, 23, 22, 21, 19, 18, 17, 16, BUILDING 15, 14 except 1=339(LC 5), 20=263(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Ap p OVED TOP CHORD 1-2=-453/305, 2-3=-390/260, 3-4=-318/211, 4-5=-285/190 NOTES- (10) , 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; Cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) Provide adequate drainage to prevent water ponding. 3) All plates are 2x4 MT20 unless otherwise indicated. ��F ES$!O/b� 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 psf bottom chord live load noncencurrent with any other live loads. OQ ONTO 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-M wide will fit between the bottom chord and any other members, with BCDL = IO.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 lb uplift atjoint(s) 13, 18, 17, 16, 15 J C 76428 except at=lb) 1=185, 23=123, 22=119, 21=,21, 20=131,,9=120, 14=1.14. 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 4 EXP. 12(31!2 6 T17 10) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. * !V. gTFOF CA't-W May 10,2016 ® WARNING - Verffy 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 WOW always required for stability and to prevent collapse with possible personal injury and propeny damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf Quality Criteria, DSB-89 and SCSI Building Component 7777 Greenback Lane Safety IMorniation available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hei hts, CA 95610 Job' , Truss Truss Type Qty CSI. Cooper Residence PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.65 JPly ' R47294125 1604-068 LAVO6 GABLE 4 1 BCLL 0.0 ' Rep Stress Incl YES WB 0.11 Horz(TL) -0.00 8 n/a n/a BCDL 10.0 Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 TO BE USED AS A FILLER TRUSS ONLY 7.640 s Apr 19 2016 MITek Industries, Inc. Tue May 10 13:04:58 2016 Pae 1 ID:nv2fiuFIA13hODiRGDV31wzJZnS-431pr7nOZgWdhdBodOS9u4Oh6?y?xBML PJb8ZzHssJ 10.10.5 10-10.5 3x6 11 3x4 // 13 12 11 10 9 8 4x4 II Scale = 1:67.9 I . Plate Offsets (X,Y)— [8:Edge,0-3-8j LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) .I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.65 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1,15 BC 0.29 Vert(TL) n/a n/a 999 BCLL 0.0 ' Rep Stress Incl YES WB 0.11 Horz(TL) -0.00 8 n/a n/a BCDL 10.0 Code IBC2012rTP12007 '(Matrix) Citrus Heights, CA 95610 Weight: 93 lb FT='20% LUMBER- BRACING - TOP CHORD 2x4 DF No.2 G TOP CHORD BOT CHORD 2x4 DF No.2 G WEBS 2x4 DF No.2 G BOT CHORD OTHERS 2x4 DF Stud/Std G WEBS REACTIONS. All bearings 10-10-5. (Ib) - Max Horz 1=422(LC 5) ' Max Uplift All uplift 100 Ib or less at joints) except 1=-198(LC 6), 8=245(LC 7), 13=-123(LC 8), 12=-118(LC 8), 11=-127(LC 8), 10=-103(LC 8), 9=-152(LC 8) ' Max Grav All reactions 250 lb or less atjoint(s) 8, 13, 12, 11, 9 except 1=357(LC 5), 10=270(LC 15) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-477/323, 2-3=-414/278, 3-4=-342/229, 4-5=-307/204, 5-0=-261/180 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 7-8, 5-10, 6-9 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. BUTTE COUNTY BUILDING DIVISION .APPROVED 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) 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 198 lb uplift atjoint 1, 245 Ib uplift at joint 8, 123 Ib uplift at joint 13, 118 Ib uplift at joint 12, 127 Ib uplift at joint 11, 103 Ib uplift at joint 10 and 152 Ib uplift at joint 9. 8) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in. the analysis and design of this truss. 9) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. =�c�OQ.ON 10 C 76426 . 4 EXP. 12131/2016 RT * i 1 4 Mav 10,2016 ® WARNING - Verify design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFEREVCE PAGE MII-7473 rev. 10/032015 BEFORE USE Design valid for use only with MTek® connectors. This design B based only upon parameters shown, and is for an individual building component, not l�" 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 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 ANSI/TPII Quality Critedo, 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 Truss Truss Type Qty Ply Cooper Residence PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC " 0.61 Vert(LL) n/a n/a 999 847284126 1Joh 1604-066 LAY07 GABLE 1 1 BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(TL) -0.01 10 n/a n/a 12, 11 BCDL 10.0 Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Apr 19 2016 MiTek Industries, Inc. Tue May 10 13:04:59 2016 Page 1 ID:nv2fiuFIA13hODiRGDV31wzJZnS-ZFJC2To2K7eUlnj_B6zERHMaOJpgd1UC338h?.Hssl ' 3$13 14-3=5.1 3-113 10-9_8 3x4 // 4x4 11 3 4 5 6 7 ' .8 9 15 14 13 12 11 10 3x4 \\ 4x4 II TO BE USED AS A FILLER TRUSS ONLY Scale = 1:67.2 6-7-0 14-3-5 ,7-0 7-8.5 Plate Offsets (X,Y)— [3:0-1-6,Edge1, [9:Edge,0-3-81 [10:Edge,0-3.8] 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 " 0.61 Vert(LL) n/a n/a 999 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.25 Vert(TL) _ n/a n/a 999 Max Uplift All uplift 100 Ib or less at joint(s) 1, 10, 15, 13, 12, 11 except BCLL 0.0 ' Rep Stress Incr YES WB 0.14 Horz(TL) -0.01 10 n/a n/a 12, 11 BCDL 10.0 Code IBC2012ITP12007 (Matrix) J t, C, 76428 Z Weight: 133 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.2 G TOP CHORD BOT CHORD 2x4 DF No.2 G �® WEBS 2x4 DF No.2 G BOT CHORD OTHERS 2x4 DF Stud/Std G 4) All plates are 2x4 MT20 unless otherwise indicated. WEBS REACTIONS. All bearings 14-3-5. MiTek' (lb) - Max Horz 1=326(LC 7) Max Uplift All uplift 100 Ib or less at joint(s) 1, 10, 15, 13, 12, 11 except �OFESS/0& Q' F4, 14=-123(LC 4), 17=-114(LC 5); 16=-122(LC 7) �� ��ON1O h, Max Grav All reactions 250 lb or less at joint(s) 1, 10, 14, 17, 16, 15, 13, 12, 11 FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=-312/218 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-M oc bracing: 1-17,16-17. 1 Row at midpt 9-10, 5-15, 6-13, 7-12, 8-11 MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation guide. BUTTE COUNTY BUILDING DIVISION APPROVED NOTES- (13) 1) Unbalanced roof live loads have been considered for this design. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and 6 for an individual building component, not 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS �® (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall• 3) Provide adequate drainage to prevent water ponding. 4) All plates are 2x4 MT20 unless otherwise indicated. building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 5) Gable requires continuous bottom chord bearing. MiTek' 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 �OFESS/0& Q' F4, fit between the bottom chord and any other members, with BCDL = IO.Opsf. A �� ��ON1O h, 8) plate rating reduction of 20% has been applied for the green lumber members. 9) Bearing at joint(s) 1 considers to value using ANSUTPI 1 angle to formula. Building designer parallel grain grain should verify capacity of bearing surface. - J t, C, 76428 Z 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 10, 15, 13, 12, 11 except (jt=1b) 14=123,17=114,16=122. `L EXP. 12;31(2016 'n 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 17, 16, 15. 12) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. * 13) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. tS %ivill. OFC May 10,2016 ® WARNING - Verify, design parameters and READ NOTES ON THIS AND INCLUDED MfTEK 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 6 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 of ays 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 ANSIM11 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 Hal his, CA 95810 Job . ! Truss Truss Type Qty Ply Cooper Residence ' I1/i iTek' 847290127 1600-066 - MGA Hell Hip Girder 1 1 Citrus Hel his. CA 95610 Job Reference (optional) JYJ I tM, I'LUJ LUMtStN, ANUtHbUN UA abUU/ I.b4u a Apr iu lulu MI I eK Industries, Inc. I ue May lu 1;S:U7:uu Wulb FZg l ID:nv2fiuFIA13hODiRGDV31wzJZnS-1StaGppg5RmLwxIBIpUTzVU9Qob1P2_dRjoiDRzHssH • 1-10-8 3-0.0 . 1-10-8 1-1-8 NAILED 20 II Scale = 1:9.3 1-10$ 3-0-0 Plate Offsets (X,Y)— (1:0-1-12,0-0-51, f5:0-1-0,0-3-0) ,LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.15 Vert(LL) -0.00 7 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.51 Vert(TL) -0.01 7 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.29 Horz(TL) 0.00 4 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) Weight: 13 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except BOT CHORD 2x6 DF No.2 G 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 auide. REACTIONS. (Ib/size) 1=986/0-5-8,4=512/Mechanical Max Horz 1=30(LC 5) Max Uplift 1 =-96(LC 8), 4=-59(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BUTTE COUNTY OU N TOP CHORD 1-2=-747!78 BOTCHORD 1-5=-72/712,4-5=-64/597 BUILDING DIVISION WEBS 2-5=-58/657, 2-4=780/82 NOTES- (15) APPROVED 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. Il; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) " This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-" 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. ()F ESSIO/v 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 4. OQ ON �O 9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. \ 10) Use USP HJC26 (With 16d nails into Girder & 10d nails into Truss) or equivalent at 1-10-14 from the left end to connect truss(es) to front face of bottom chord. w 11) Use USP HUS26 (With 16d nails into Girder & 16d nails into Truss) or equivalent at 1-0-12 from the left end to Connect truss(es) to J C 76428 z back face of bottom chord. 0 12) Fill all nail holes where hanger is in contact with lumber. 4 EXP. -12,13112016 n7 13) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25") toe -nails. For more details refer to MiTeWs ST -TOENAIL Detail. 14) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). 15) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. . LOAD CASE(S) Standard %,9r Cjv)l FOF CAI.tiF�. nnav in finis ® WARNING - Verily design parsmeters and READ NOTES ON THIS AND INCLUDED AI EK REFERENCE PAGE MII.7473 rev. 10/031015 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual budding component, not MW 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 I1/i iTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria. DSB-89 and SCSI Budding Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Hel his. CA 95610 SYSTEMS PLUS LUMBER, ANDERSON CA 960D7 • 7.640 5 Apr 19 2016 MTek Industries, Inc. Tue May 10 13:05:00 2016 Page 2 ID:nv2fiuFIA13hODiRGDV31wzJZnS-1StaGppgSRmLwxlBlpUTzVU90ob1P2 dRjoiDRzHssH LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 7=-1253(B) 1351�jowie* , 20% N 5 Stam .�® tJ1t %M R a N 1— i ® WARNING - Verify design parameters and and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rov. 10/032015 BEFORE USE Design valid for use only with MrTek® connectors. This design B based only upon parameters shown, and B 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 p�• building design. Bracing indicated is to prevent buckling of individual inns web and/or chord members only. Additional temporary and permanent bracing lySiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria,.DSB-S9 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 Hell hts CA 95610 Job'.,' ?' Truss Truss Type Qty Ply Cooper Residence . 847294127 1604-066 MGA � Heb Hip Girder 1 1 . ' Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 960D7 • 7.640 5 Apr 19 2016 MTek Industries, Inc. Tue May 10 13:05:00 2016 Page 2 ID:nv2fiuFIA13hODiRGDV31wzJZnS-1StaGppgSRmLwxlBlpUTzVU90ob1P2 dRjoiDRzHssH LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-2=-60, 2-3=-60, 1-4=-20 Concentrated Loads (lb) Vert: 7=-1253(B) 1351�jowie* , 20% N 5 Stam .�® tJ1t %M R a N 1— i ® WARNING - Verify design parameters and and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rov. 10/032015 BEFORE USE Design valid for use only with MrTek® connectors. This design B based only upon parameters shown, and B 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 p�• building design. Bracing indicated is to prevent buckling of individual inns web and/or chord members only. Additional temporary and permanent bracing lySiTek• is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the . fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPII Quality Criteria,.DSB-S9 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 Hell hts CA 95610 Job'.,' ?' Truss Truss Type Qty Jobe, Y - Truss Truss Type City Ply idence LOADING (psf) SPACING- 2-0-0 CSI. DEFL: in (loc) I/deft Ud ' R47294128 7Jobg 1604-066 Sit Jack -Open 2 1, MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(TL) -0.00 4-5 >999 180 nce (optional) JTJ I CMJ YLUJ LUMUM ANUtKJUN UA aeUU/ /.b4U a Apr is 2Ulb MI I ek Inausafes, Inc. i ue iva lu l:t:ub:uu 2ulb- Y9ge 1 ID:nv26uFIA13hODiRGDV31wzJZnS-1 StaGppg5RmLwxl BlpUTzVU7YohgP6Wd RjoiDRzHSSH -1 �0 1-11-11 2-0 1-0-0 1-11-11 0-0.5 - a Ia Scale = 1:20.2 5 4' 2x4 II t-11-11 2-0-0 1 -1t -1t -s LOADING (psf) SPACING- 2-0-0 CSI. DEFL: in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) 0.00 5 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.07 Vert(TL) -0.00 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.02 3 n/a n/a BCDL 10.0 Code IBC2012frP12007 (Matrix -M) Weight: 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 2-0-0 oc puffins, except BOT CHORD 2x4 DF No. 1&Btr G 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) 5=163/0-5-8,4=16/Mechanical, 3=35/Mechanical Max Horz 5=72(LC 5) Max Uplift4=-22(LC 5), 3=-45(LC 8) Max Grav 5=163(LC 1), 4=35(LC 6), 3=38(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- (8) 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) 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) 4, 3. 7) "Semi-rigid pitchbreaks with fixed heels" Member end.fixity model was used in -the analysis and design of this truss. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. Q�pFESS/O/V ONIO J C 76.428 Z. BUTTE COUNTY EXP. 1213112016 DIVISION BUILDING. APPROV® �qT c(v,��.P FOF �. Cq1- May 10,2016 ® WARNING - Verify design parametens and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE 01111-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design B based only upon parameters shown, and is for an individual building component, not R a• 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/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, Alexandria, VA 22314. Suite 109 - Citrus Heights, CA 95610 J ]Truss , Truss Type Oty Ply Cooper Residence 11604-066 W7 Rafter 9 1 R47294129 Job Reference (optional) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Apr 19 2016 MITek Industries, Inc. Tue Mayy 10 13:05:012016 Page 1 ID:nv2fiuFIA13hODiRGDV31wzJZnS-VeRyT9glsluCY5tNJ W9i Wi0MOC2D8ZmngNYFltzHssG 1-0.7 1-0-7 f Scale = 1:7.1 6.00 12 2 1-0-7 1.0-7 o SPACING- d CSI. DEFL. in d = �1 �I 1-0-7 1.0-7 o SPACING- 2-0-0 CSI. DEFL. in d LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft ' Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.01 Vert(LL) -0.00 1 >999 240 V 1 K TCDL 10.0 Lumber DOL 1.15 BC 0.00 Vert(TL) -0.00 1 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) Weight: 2 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.18Btr G TOP CHORD Structural wood sheathing directly applied or 1-0-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer • Installation guide. REACTIONS. (Ib/size) 1=30/0-1-8,2=30/0-1-8 Max Horz 1=19(LC 8) Max Upliftl=-8(LC 8), 2=-17(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. 11; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and any other members. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 1, 2. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift atjoint(s) 1, 2. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 1, 2. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. t �OF.ESS10/v =c.,��e �(ONIO J C C 76428. BUTTECOUNTY EXP. 1213112016 m BUILDING. DIVISION s� cjv►�.P APPROVED QFCA��F�� May 10,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek9 connectors. This design's based only upon parameters shown. and is for an individual building component, not ' MIM 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 V 1 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/rPll 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 Ilob7,1Truss Truss Type Qty Ply Cooper Residence R47294130 1604066 W2 Rafter 9 1 Job Reference o tiara!) SYSTEMS PLUS LUMBER, ANDERSON CA 96007 7.640 s Apr 19 2016 MiTek Industries, Inc. Tue Mayy 10 13:05:012016 Page 1 ID:nv2fiuFIA13hODiRGDs=ii JZnS-VeRyT9glsluCY5tNJW?iWiOMOC2D8ZmngNYFltzHssG 1-0-7 1-0-7 . Scale = 1:7.1 • 6.00. 12 2 d , • d 1-0.7 1-0-7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.01 Vert(LL) -0.00 1 >999 240 TCDL 10.0 Lumber DOL 1.15 BC 0.00 Vert(TL) -0.00 1 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.00 2 n/a n/a BCDL 10.0 Code IBC2012/TPI2007 (Matrix -M) Weight: 2 Ib FT = 20% LUMBER- BRACING TOP CHORD 2x4 DF No.1&Btr G TOP CHORD Structural wood sheathing directly applied or 1-0-7 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. + MiTek recommends that Stabilizers and required cross bracing be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 1=30/0-1-8, 2=30/0-1-8 Max Harz 1=19(LC 8) Max Upliftl=-8(LC 8), 2=-17(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. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) " This truss has been designed for a 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. 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 atjoint(s) 1, 2. 5) Provide mechanical conneclion (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 2. 6) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)1, 2. 7) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. 8) WARNING: Engineering is void unless truss is fabricated by Systems Plus Lumber Co. . �pF.ESSIO/V ONTO • J o C 76428 z. �J � v BUTTE CA�/UNV. * � EXP. 1213112016 m ONIS N AL /® CIVIL- AMR . V �TFOF CA��F�� ' May 10,2016 ® WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MIT EK REFERENCE PAGE MII.7473rev. 10/03,2015 BEFORE USE. Design valid for use only with M1Tek19 connectors. This design's based only upon parameters shown, and 6 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 building of individual truss web and/or chord members only. Additional temporary and permanent bracing iT®k• is always required for stability and to prevent colapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIAP11 Quality Criteria, DSB-89 and BCSI Bu6ding Component 7777 Greenback Lane Safety Information available from Tvss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 L P .Symbols PLATE LOCATION AND ORIENTATION -►i i�- 3/a Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths.- Apply t-in-sixteenths.Apply plates to both sides of truss and fully embed teeth. 0 -116 -t- For 4 x 2 orientation, locate plates 0 -'Ali from outside edge of truss. This symbol. indicates the _ required direction of slots in connector plates. `Plate location details available In MITek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4X' 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output.. Use T or I bracing if indicated. BEARING Indicates location where bearings (supports) occur. Icons vary but . reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft -in -sixteenths (Drawings not to scale) 2 3 TOP CHORDS BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ESR 1988 ER -3907, ESR -2362, ESR -1397, ESR -3282 ® 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, 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 Z Q Q bracing should be considered. [}� 0 3. Never exceed the design loading shown and never r 05 U, U stack materials on inadequately braced trusses. Z `J�` O_ 4. Provide copies of this truss design to the building J^ = J01 (L)EO J01 ' � s `JE f EO 'l • w2 �3n �_�*� ROOF TRUSS LAYOUT. SCALE: NTS t`'� R� Cooper Residence • .. a:�5. _ �-� .. � r� � h.t. < �, Chico, CA �1 ■SI -B1 SUMMARY SHEET -GUIDE FOR Spans over 60' may require complex . _ GENERAL NOTES NOTAS GENERALES' Trusses are not marked in any way to identify the Los busses no estan marcados de ninglin modo que frequency or location of temporary lateral restraint idenbfiquelafrecuenciaolorelizad6ndenestricd6nlateral and diagonal bracing. Follow the recommendations yarriostre diagonal temporales. Use las recvmendadones for handling, installing and temporary restraining demanejI instaladfin, restriaf6n yaniostretemporal de and bracing of trusses. Refer to SCSI - Guide to los trusses. Vea el folleto BLSI - Gufa de Buena Praciira Good Practice for Handling. Installing. Restraining para el Manejo. Inctalad6n. Restricn6n vAnfostre de los & Bracing of Metal Plate Connected Wood Rum de Madera Conecfados con Placas de Metal*** Tru *** for more detailed information. Fara informad6n mos detallada. Truss Design Drawings may specify locations of Los dibujos de dwo de los trusses pueden espedficar permanent lateral restraint or reinforcement for las localizadones de restriei6n lateral permanente o individual truss members. Refer to the BCSI- refutarzo en los miembros individuales del truss. Vea la B3*** for more information. All other permanent hoja resumen BCSI-B3*** para mos informad6n. EI bracing design is the responsibility of,the building resto de los disenos de arriostres permanentes son la designer. responsabilidad del disefiador del edifido. AWARNING The consequences of improper f* handling, erecting, installing, restraining and bracing can result in a collapse of the structure, or worse, serious personal injury or death. .► fADVERTENCIA! EI resultado de un manejo, levantamiento, instaladdin, restricoidn y arrisotre incorrecto puede ser la caida de la estructura o aun peor, heridos o muertos. _ \ AC&UMM Exercise care when removing banding and handling trusses to avoid damaging trusses and prevent injury. Wear - personal protective equipment for the eyes, feet, hands and head when working with trusses. m =W#YMN Ut ice cautela al quitar las ataduras - ' o los pedazos de metal de sujetar para evitar dario a y los lasses y prevenir la herida personal. Ueve el equipo protectivo personal para Ojos, pies, manus y cabeza cuando trabI con trusses. A CM= Use CWY@W Ub'lice ` special care in cuidado especial en windy weather or dias ventosos o cerca near power lines' de cables electricas o r and airports.' ' de aeropuertos. Spreader bar for truss HANDLING MANE10 . • '" O O Avoid lateral bending. Evite la flexitin lateral. 0 Use proper rig- Use equipo apropiado ging and hoisting para levantar e The contractor is responsible for equipment. improvisar. properly receiving, unloading and storing the trusses at the jobsite. Unload trusses to smooth surface to prevent damage. _ L EI contrabsta bene la responsabilidad de y\: recibir, descargar y almacenar adecuadamente los lasses en la obra. Descargue los trusses en la Cierra lino para prevenir el dan-o. DO NOT store NO almacene unbraced bundles verticalmente los upright. trusses sueltos. 0 Trusses may be unloaded directly on the ground at the time of delivery or stored temporarily in C r contact with the ground after delivery. If trusses are to be stored for more than one week, place y blocking of sufficient height beneath the stack of trusses at 8'(2.4 m) to 10' (3 m) on -center r f (o.c.). Los trusses pueden ser descargados directamente ! • en el suelo en aquel moments de entrega o is almacenados temporalmente en contacto con el suelo despues de entrega. Si los trusses estaran guardados para mas de una semana, ponga - - bloqueando de altura sufidente deb -as de la pila (S) DO NOT store on NO almacene en Cierra de los trusses a 8 hasty 10 pies en centro (o.c). uneven ground. desigual For trusses stored for more than one week, cover bundles to protect from the environment. �{r ' as e Para trusses guardados por mas de una semana, rubra los paquetes para protegerios del ambience, Refer to BCSr*** for more detailed information pertaining to handling and jobsite storage of trusses. i•��- t : Yea el fblleto BCSI*** para infprmad6n mas detal- y lada sobre el manejo y almacenado de los lasses . en area de baWo. IAO HOISTING AND PLACEMENT OF TRUSS BUNDLES RECOMENDACIONES PARA LEVANTAR PAQUETES DE TRUSSES G DONT overload the crane. NO sobrecargue la glia. t9 NEVER use banding to lift a bundle. NUNCA use las ataduras para levantar un paquete. r 0 A single lift point may be used for bundles of top chord pitch trusses up to 45' (13.7 m) and parallel chord trusses up to 30' (9.1 m). Use at least two lift points for bundles of top A WARNING Do not over load supporting chord pitch trusses up to 60' (18.3 m) and paral- lel chord trusses up to 45' (13.7 m). Use at least structure with truss bundle. three lift points for bundles of top chord pitch iADVERTENCIA! No sobrecargue la trusses >60' (18.3m) and parallel chord trusses esbuctura apoyada con el paquete de >45'(13.7 m). trusses. Puede usar un solo lugar de levantar para pa- Q Place truss bundles in stable position. " quetes de trusses de la cuerda superior hasty 45' y trusses de cuerdas paralelas de 30'o menos. Puse paquetes de trusses en una posid6n Use por to mends dos puntos de levantar con estable. grupos de lasses de cuerda superior indinada hasta 60'y lasses de cuerdas paralelas hasty 45' Use por to menos dos puntes de levantar con grupos de trusses de cuerda superior indinada mas de 60'y trusses de cuerdas paralelas mas de 45: MECHANICAL HOISTING RECOMMENDATIONS FOR SINGLE TRUSSES RECOMENDACIONES PARA LEVANTAR TRUSSES INDIVIDUALES Using a single pick -point at the peak can damage the truss. EI use de un solo lugar en el pini pat levantar puede 60' or less hacer dano al truss. • APprox. 1/2 - truss length ' Tegline TRUSSES UP TO 301 in)y TRUSSES HASTA 30 PIES AND (a, OF TRUSSES STEPS TO SETTING TRUSSES mm, RESTRAINT & BRACING FOR 3x2 AND 4x2 PARALLEL CHORD TRUSSES LAS MEDIDAS DE LA INSTALACION DE LOS TRUSSES RESTRICCIGN Y ARRIOSTRE PARA TRUSSES DE CUERDAS PARALELAS 3X2 Y 4X2 Q 1) Install ground bracing. 2) Set first truss and attach securely to ground bracing. 3) Set next 4 10' (3 m) or Diagonal bracing Repeat diagonal bracing EMRefer to 15'(4.6 m)• every 15 truss spaces 30' trusses with short member temporary lateral restraint (see below). 4) Install top chord diagonal" BCSI-87*** for more (9.1 m) max. bracing (see below). 5) Install web member plane diagonal bracing to stabilize the first five information. trusses (see below). 6) Install bottom chord temporary lateral restraint and diagonal bracing (see ' ) Vea el resumer •- below). 7) Repeat process with groups of four trusses until all trusses are set. pat mos informad6n. acitin. 1) Instale los arriostres de Berra. 2) Instale el primero truss y ate seguramente al arriostre de Berra. 3) Instale los pr6ximos 4 trusses con restriccidin lateral temporal de miembro corto (vea Apply diagonal brace to vertical abajo). 4) Instale el arriostre diagonal de la cuerda superior (vea abajo). 5) Instale arniostre webs at end of cantilever and at diagonal para los pianos de los miembros secundarius para estabilice los primeros cinco trusses bearing locations. All lateral restraints (vea abajo). 6) Instale la restr iccidin lateral temporal y arriostre diagonal para la cuerda inferior lapped at least two trusses. DP (vea abajo). 7) Repita este procedimiento en grupos de cuatro trusses hasty que todos los trusses erten instalados. 'Top chord temporary lateral restraint spacing shall be 10' (3 m) o.c. max. for 3x2 chords ReferBCSi-82***for information. - and 15' (4.6 m) o.c. for 4x2 chords. more IN+STALLING - INSTAACION Veaelres&menBCSI-Bra***paramosinformddn. r.. Out -of -Plane ". � jio . RESTRAINT/ BRACING FOR ALL PLANES OF TRUSSES 0 for Out -of -Plane. Out -of -Plumb Max. Bow Truss Length RESTRICCIUN/ARRIOSTRE PARA TODOS PLANOS DE TRUSSES [Tolerances Tolerandas para Fuera-de-Plano. Q ' This restraint and bracing method is for all trusses except 3x2 and 4x2 parallel chord trusses Max. Bow D/50 Dft. (ft.) 314" 12.5' 19 mm 3.8 IT (PCIS). See top of next column for temporary restraint and bracing of PCTs. -' nr Length yl _ 1/4" 11 718" 14.6' Este metodo de restnm6n amostre es paralelast� y para Coda lasses excepto trusses de cuerdas � U Max. Bow Le^9 h - 6 mm 0.3 m 22 mm 4.5 m (PCTs) 3x1 y 02. Vea la parte superior de la Columna pat la restricci6n y arriosbe temporal de PCTs. I Max. Bow, o 1/2" 2' 13 mm (0.6m) 1" 16.7' 25 mm 5.1 m 1) TOP CHORD - CUERDA SUPERIOR a f'-- Length : a : 3/4" 3' 119109m, 1-1/8" 18.8' 29 mm 5 7 m Truss Span " Top Chord Temporary Lateral Restraint (TCTLR) Spacing Longitud de Tramo • Espaciamiento del Arriostre Temporal de la Cuerda Superior Up to 30' 10'(3 m) o.c. max. (9.1 m Asphalt Shingles 30'(9.1 m) - 8' (2.4 m) o.c. max. 45'(13.7 m Clay Tile 45' (13.7 m) - r 6'(1.8 m) o.c. max. 60' 18.3 m 60' (18.3 m) - 4'(1.2 m) o.c. max. 80' 24.4 m)* Attach *+ *Consult a Registered Design Professional for trusses longer than 60' (18.3 m). • Locale spreader nor to' (3 m) - `Consulte a un Professional Registrado de Diseno para busses mas reader bar above or stit@ack o.c. max. Iflf• de 60 pees. -► �_ mw -height I + • f ! Q � B(SI-Bra for TCTLR options. - Toe -tin Toe -In + 94 *** Vea el BCSI-B2*** para las opciones de TCTLR. Spreader bar 1/2 to y - re fine 2/3 truss length I - S reader bar 2/3 to .I =Refer to BCSI-B3*** for 9 TRUSSES UP TO 60' (18.3 m) _� y4 truss length ' Gable End Frame restraint/bracing/ TRUSSES HASTA 60 PIES Tagline , A 5' ' TRUSSES UP TO AND OVER 60' (18.3 m) ' reinforcement information. TRUSSES HASTA Y SOBRE 60 PIES Para informaci6n sabre restricd6n/ TCTLR arriostre/refuerzo para Armazones 0 Hold each truss in position with the erection equipment until top chord temporary lateral restraint ( Hriost rs vea el resumer BCSI-B * , is installed and the truss is fastened to the bearing points. * 10" or Note: Ground bracing not shown for clarity. Sostenga cada truss en posici6n con equipo de gr6a hasta que la resWcci6n lateral temporal de la Truss attachment cuerda superior este instalado y el truss esta asegurado en los soportes. 0 Repeat diagonal braces for each set of 4 trusses. required at suppovs) t Repita los arrisottles diagonales para cads grupo de 4 trusses. Section A -A INSTALLATION OF SINGLE TRUSSES BY HAND 2) WE MEMBER PLANE - PLANO DE LOS MIEMBROS SECUNDARIOS RECOMMENDACCIONES DE LEVANTAMIENTO DE TRUSSES INDIVIDUALES POR LA MANO LATERAL RESTRAINT & DIAGONAL BRACING ARE - ! VERY IMPORTANT Q Trusses 20' ' " - 0 Trusses 30' , -If (6.1 m) or / (9.1 m) or - . ''i iLA RESTRICCION LATERAL Y EL ARRIOSTRE DIAGONAL less, support less, support at 'SON MUY IMPORTANTES1 Diagonal near peak. quarter points. "'oCLR splice reinforcement Soporte Soporte de bracing Truss Member 2x- CLR cerca al pico los cuartos los trusses E Trusses up to 20' -I► de tramp los f Trusses up to 30' ► ,Web members de 20 pies o (6.1 m) busses de 30 (9.1 m) I • i ._ menus. Trusses hasta 20 pies pies o menos. 'Trusses hasta 30 pies TEMPORARY'RESTRAINT & BRACING RESTRICCION Y ARRIOSTRE TEMPORAL i cho ds Minimum v rax- Scab block - centered over splice. Attach Diagonal braces to CLR with minimum 8-16d Refer to BCSI-Bra*** for more information. Top Chord Temporary every 10 truss spaces (0.135x3.5•) nails each side Vea el resumen BCSI-B2*** para mas informaid6n. Lateral Restraint 20'(6.1 m) max. of splice or as specified by the (TCTLR) !!! 10' (3 m) - 15' (4.6 m) max. Building Designer. Locate ground braces for first truss directly in line 2x4 min. Same spacing as bottom Note: Some chord and web members SECTION A -A with all rows of top chord temporary lateral restraint chord lateral restraint not shown for clarity. - table in the next column). 3) BOTTOM CHORD- CUERDA INFERIOR Coloque los arriostres de tiers para e! primer Truss truss directamente en linea con sada una de las Lateral Restraints - 2x4x12' or Member Brace first greater lapped over two trusses filar de restriai6n lateral temporal de la cuerda =90° t superior (vea la tabla en la pr6xima columna). truss I `, or CLR splice reinforce- Note: Some chord securely ment. and web members t9 DO NOT walk on unbraced trusses. before C Bottom a not shown for NO canine en lasses sueltos. � erection of chords clarity. additional 1 DO NOT stand on truss overhangs until trusses. SIG Structural Sheathing has been applied to 'the truss and overhangs. ! Diagonal braces every 30 NO se pare en voladizos ceichas hasty r truss spaces 20' (6.1 m) max. Revestimiento estructural ha sido aplirado a la armadura y voladizos. i I ,, 10'(3 m) -• 15'(4.6 m) max. - HO1A RESU -V DE LA Vanos mas de 60 I EL MANE:70, INSTALAC-IOA to Complejo. Por favor, siempre m • Plumb m m ./ line 1" 4' 1-1/4" 20.8' Tolerances for f 25 n 1.2 m 32 mm 6.3 m Out -of -Plumb. 1-1/4" 5' 1-3/8" 22.9'_ Tolerandas para Di5o max 32 mm 1.5 m 35 mm (7.0 IT) Fuera-de-Plomada. I ?�" 1-1/2" 6' 1-1/2" 25.0' ry 38 mm 1.8m 38 mm 7.61 1-3/4" 7' 1-3/4" '' 29.2' CONSTRUCTION LOADING 45 mm 2.1 m 45 mm 8.9 m CARGA DE CONSTRUCCION 2^ z8' 2" x33.3' -• 51 mm z2.4 m51 mm 10.1 m DO NOT proceed with construction until all lateral , Iestraint and bracing is securely and properly in place. NO proceda con la construccicin hasta que Codas las restric- clones laterales y los arrfostres erten colocados en forma apropiada y segura. DO NOT exceed maximum stack heights. Refer to SCSI -B4*** for more information. NO ezceda las alturas maximas de mont6n. Vea el resumer BCSI-B4*** para mas informad6n. 1 4 `Maximum Stack Height .Q I, r for Material on Trusses _, r Material Height Gypsum Board 12' (305 mm) Plywood or OSB 16' (406 mm) Asphalt Shingles 2 bundles concrete Block 8'(203 mm) Clay Tile 34 tiles high NEVER stack materials near a peak, at mid -span, on cantilevers or overhangs. NUNCA apile los materiales cerca de un pica, a centro de la luz, en 'tcanblevers o aleros. r t,'9 DO NOT overload small groups or single trusses. NO sobrecargue pequefics grupos o trusses individuales. 0 Place loads over as many trusses as possible. 'Coloque las cargas sobre tantos trusses come, sea posible. + - 0 t• Position loads over load bearing walls. 'IColoque las cargas sobre las paredes soportantes. ALTERATIONS - ALTERACIONES Refer to BCSI-B5. *** Truss bracing not shown for clarity. [Vea el resumen BCSI-B5. *** - • DO NOT cut, alter, or drill any structural member of a truss unless specifically permitted by the truss design drawing. f NO corte, altere o perfore ninglin miembro estructural de un truss, a menus que este especificamente permibdo en el dibujo del d/seno del truss. Trusses that have been overloaded during construction or altered without the Truss Man- ufacturer's prior approval may render the Truss Manufacturer's limited warranty null and void. 'Trusses que se han sobrecargado durante la construccOn o han sido alterados sin la autor- lzad6n previa del Fabricante de Trusses, pueden hacer nulo y sin efecto la garantia limitada del Fabricante de Trusses. Donlet the Component Manufacturer for mo n ns It diNTPiyAX1CJ.r.Bassistance. To view a non -printing PDF of this document, vis .mm 1. NOTE: The truss manufacturer and truss d p t r (if applicable) are professionals with the cepability to undertaIt o n any given pro ect. Ifgng�bIenlleves it needs assistance in some aspect of tie construQlO I , II Id seek a m d procedures outlined In this document are intended to ensure Cha qu 1 al nto place SAFELY. These recommendations for handling, Installing, In are e rience of leading personnel Irrvolved with truss design, manufacture m e a o involved, be presented only as a Gu1DE for use oy a qualified building d ne n c I[ ra n ed that these recommendations be interpreted as superior to the building designer's design speci an for handling, installing, restraining and bracing trusses and it does net preclude the use of other equivalent methods for restraining/bmci g and providing stability for the walls, columns, floors, roofs and all the interrelated structural building components as determined by the contractor. Thus, SBCA and TPI expressly disclaim any responsibility for damages arising from the Cse,RRpplication, or reliance on the recommendations and Information contained herein. SK" MlinFlullmim TRUSS PLATE INSTITUTE 6300 Enterprise Lane • Madison, WI 53719 218 N. Lee St., Ste. 312 • Alexandria, VA 22314 608/274-4849 • sbcindustry.com ' 703/683-1010 • toinst.oro CC -ION Y ARRIOSTRE DE LOS TRUSSES un Profesional Registrado de Diseno. { GREGORY ' A. PEITZ ARCHITECT 383 RIO LINDO AVENUE, CHICO CA 95926 (530) 894-5719 RECEIVE® JUN 0 7 EnsJ 'ARB AND ASSOCIATES . PROJECT: C000er 2 2 I have reviewed the truss submittal for the above project and all loading design criteria have been met. Architect ; 4 .40 BUTTE .COUNTY JUN 0 6 2016 Q �� ~DEVELOVMENT �` 1 ` SERVICES P� lJ� I HV opf LD 0 13I(pI iii(p CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD BUTTE CFIR-PRF-01 Project Name: Cooper Residence Calculation Date/Time: 09:01, Mon, May 09, 2016 COUNTY Page 1 of 10 Calculation Description: Compliance Input File Name: Cooper 2321.ribd i RECEIVED JUN 0 6 2016 l GENERAL INFORMATION 01 Building Complies with Computer Performance UEVEtOPV1ENT 01 Project Name Cooper Residence This building incorporates one'or'more Special Features shown below _ JUI�i U 2.Is SERVICES 02 Calculation Description Residence Standard Design TRB AND ASSOCIATES Compliance Margin 03 Project Location Marian Ave 24.86 23.18 1.68 04 City Chico, CA 05 Standards Version Compliance 2015 06 Zip Code 95928 07 Compliance Manager Version BEMCmpMgr 2013-4b (433) 08 Climate Zone CZ11 09 Software Version CBECC-Res 2013-4b (812) 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 180 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1f'J 14 Total Cond. Floor Area (ft) 2321 15 Number of Zones 1 16 Slab Area (ftZ) 2321 17 Number of Stories 1 18 Addition Cond. Floor Area N/A 19 Natural Gas Available Yes 20 Addition Slab Area (ftZ) N/A 21 Glazing Percentage (%) 18.4% w w COMPLIANCE RESULTS QC 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 _ '.t i . . V -7F 1 i 1 vT Q. •'+.+� w R VIE D FOR DATE BY Registration Number: 216-N0171778A-000000000-0000 Registration Date/Time: 2016-05-09 09:03:33 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 yl enerated at: 2016-05-09 09:02:26 s ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ftZ-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 24.86 23.18 1.68 6.8% Space Cooling 44.01 44.26 -0.25 -0.6% IAQ Ventilation 1.22 1.22 0.00 0.0% Water Heating 12.26 11.80 0.46 3.8% Photovoltaic Offset -- 0.00 0.00 -- Compliance Energy Total 82.35 80.46 FIRW .f•89 2.3% R VIE D FOR DATE BY Registration Number: 216-N0171778A-000000000-0000 Registration Date/Time: 2016-05-09 09:03:33 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 yl enerated at: 2016-05-09 09:02:26 s CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Cooper Residence Calculation Description: Compliance Calculation Date/Time: 09:01, Mon, May 09, 2016 Input File Name: Cooper 2321.ribd 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 I HERS FEATURE SUMMARY CF1 R -PRF -01 Page 2 of 10 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. 02 Building -level Verifications: 04 • IAQ mechanical ventilation BUTTE COUN BUTTE Cooling System Verifications: 1 T • Minimum Airflow L. ftl�i DIVISION BUILDINGDIVISION • Fan Efficacy Watts/CFM Number of Zones HVAC Distribution System Verifications: � • Duct Sealing APPROVED H � � �®�� Domestic Hot Water System Verifications: 4 - --None -- 0 ENERGY DESIGN RATING This is the sum of the annual TDV energy consumption for energy usecomponents included in the performance compliance approach for the Standard Design Building (Energy Budget) and the annual TDV energy consumption for lighting and components not regulateclii. Title 24, Part 6 (sdcli as domestic appliances and consumer electronics) and accounting for the annual TDV energy offset by an on-site renewable energy system. i Reference Energy Use�_�' Energy Design Rating ,") Margin Percent Improvement Total Energy (kTDV/f2-yr)* ` 1129.39w + 127.50 1.89 1.5% 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 Cooper Residence 2321 1 4 1 0 1 ZONE INFORMATION 01 02 -03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 Conditioned Conditioned HVAC System 1 2321 9.6 Water Heater Registration Number: 216-N0171778A-000000000-0000 Registration Date/Time: 2016-05-09 09:03:33 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-05-09 09:02:26 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Cooper Residence Calculation Date/Time: 09:01, Mon, May 09, 2016 Calculation Description: Compliance Input File Name: Cooper 2321.ribd CFI R -PRF -01 Page 3 of 10 OPAQUE SURFACES ` F 01 02 �*: r 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft) Window & Door Area (ft2) Tilt (deg) Fwall Conditioned R19 Wall, 180 Front 337 115 90 Bwall Conditioned R19 Wall 0 Back 498 148.5 90 Rwall Conditioned R19 Wall 90 Right 595 119 90 Lwall Conditioned R19 Wall 270 Left 393 65.36 90 GarToHouse Conditioned»Garage Gar House R19 423 17.8 Kwall Conditioned—Attic Kwall R19 175 Ceiling (below attic) 1 Conditioned R38 Ceiling below attic 2321 Gwall Front Garage Garage Ext Wall 180 Front 315 216 90 Gwall Left Garage Garage Ext Wall 270 Left 304 90 Gwall Right Garage Garage Ext Wall 90 Right 114 90 Gwall Back Garage Garage Ext Wall 0 Back 115 90 Gar Ceiling Garage RO ClgBIwAttic Cons 954 ATTIC F 01 02 �*: r .._A 03, .x . 04x; nr" • �s % f i 05 — ,. 06 07 08 Name , Construction ' `4 Type � "°y 'Roof Rise +,.- Roof'Reflectance ' Roof Emittance Radiant Barrier Cool Roof Gar Attic Asphalt RB Roof Ventilated 6 0.1 0.85 Yes No Attic Asphalt RB Roof Ventilated 6 0.1 0.85 Yes No BUTTE COUNTY BAPPROVED Registration Number: 216-N0171778A-000000000-0000 Registration Date/Time: 2016-05-09 09:03:33 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-05-09 09:02:26 Y CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Cooper Residence Calculation Date/Time: 09:01, Mon, May 09, 2016 Calculation Description: Compliance Input File Name: Cooper 2321.ribd CFI R -PRF -01 Page 4 of 10 WINDOWS 01 02 03 04 Name Side of Building Area (ft2) 01 02 Fwall 03 04 05 06 07 08 09 10 Name Type Surface (Orientation -Azimuth) Multipli Area Width (ft) Height (ft) er (ft2) U -factor SHGC Exterior Shading 5050 xo Window Fwall (Front -180) 5.0 5.0 1 25.0 0.34 0.28 Insect Screen (default) 2050 FX Window Fwall (Front -180) 5.0 2.0 1 10.0 0.33 0.29 Insect Screen (default) 6050 xo Window Fwall (Front -180) 6.0 5.0 1 30.0 0.34 0.28 Insect Screen (default) 6030 transom Window Fwall (Front -180) 6.0 3.0 1 18.0 0.33 0.29 Insect Screen (default) (2) 1060 fx Window Fwall (Front -180) 1.0 6.0 2 12.0 0.33 0.29 Insect Screen (default) 5050 xo-temp-2 Window Bwall (Back -0) 5.0 5.0 1 25.0 0.34 0.28 Insect Screen (default) 6050 xo (nook) Window Bwall (Back -0) 6.0 5.0 1 30.0 0.34 0.28 Insect Screen (default) 5040 xo Window Bwall (Back -0) 5.0 4.0 1 20.0 0.34 0.28 Insect Screen (default) (3) 3670 sh Window Bwall (Back -0) 3.5 7.0 3 73.5 0.34 0.28 Insect Screen (default) 4020 xo Window Rwall (Right -90) 4.0 2.0 1 8.0 0.34 0.28 Insect Screen (default) (2) 3050 sh Window Rwall (Right -90) 3.0 5.0 2 30.0 0.34 0.28 Insect Screen (default) 2040 sh Window Rwall (Right -90)," i . } 2.0 :_� 4.0 1 8.0 0.34 0.28 Insect Screen (default) 5050 xo-temp Window Rwall (Right -90)f f (' T1 E >i 5.0 5.0 ? ? F11)-, r -x'25.0 0.34 0.28 Insect Screen (default) 6080 SG Window 1 s Rwall (Right -90)`t { - . I '- -, : ; 6.0 �� 8.0 ) ; 1 j 48.0 0.34 0.30 Insect Screen (default) 3040 SH Window �,w'� Lwall (Left -270) ^; " 3.0- 41 4,0 ,"' ;1" X12.0 0.34 0.28 Insect Screen (default) 2880 FR. Window Lwall (Left -270) 2.7 8.0 1 21.4 0.34 0.30 Insect Screen (default) 3040 sh (bath 3) Window Lwall (Left -270) 3.0 4.0 1 12.0 0.34 0.28 Insect Screen (default) 5040 xo (bed 3) Window Lwall (Left -270) 5.0 4.0 1 20.0 0.34 0.28 Insect Screen (default) DOORS 01 02 03 04 Name Side of Building Area (ft2) U -factor Front Dr Fwall 20.0 0.50 GarToHouse Dr GarToHouse 17.8 0.50 GDoor Gwall Front 72.0 1.00 GDoor-2 Gwall Front gai mur4j I Ll 1.00 ��lll.oli�G � AV p�ovED Registration Number: 216-N0171778A-000000000-0000 Registration Date/Time: 2016-05-09 09:03:33 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-05-09 09:02:26 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD r Project Name: Cooper Residence Calculation Date/Time: 09:01, Mon, May 09, 2016 Calculation Description: Compliance Input File Name: Cooper 2321.ribd CFI R -PRF -01 Page 5 of 10 OVERHANGS AND FINS 01 02 03 04 1 05 06 07 08 09 10 11 1 12 1 13 1 14 Overhang Left Fin Right Fin Window Depth Dist Up Left Extent Right Extent Flap Ht. Depth Top Up Distl- Bot Up Depth Top Up Dist R Bot Up 5050 xo 1.4 4.2 20 20 0.5 12.67 2.7 2.1 0 2 6.7 2.1 0 2050 FX 1.4 2 20 20 0.5 12.67 0 - 2.1 0 2 4 2.1 0 6050 xo 1.4 2 5 5 0.5 0 0 0 0 0 0 0 0 6030 transom 8.8 2 20 20 1 7.5 3 2.1 0 9.5 3 2.1 0 (2) 1060 fx 8.8 5 20 20 1 7.5 6 6.2 0 9.5 6 6.2 j 0 5050 xo-temp-2 1.4 2 1.5 30 0.5 1 0 0 0 0 0 0 0 1 0 6050 xo (nook) 1.4 2 35 16 0.5 0 0 0 0 5.5 2.5 2.8 0 5040 xo 1.4 2 4.5 4.5 0.5 0 0 0 0 0 0 0 0 (3) 3670 sh 14 2 20 25 1 13 4 13.3 0 13 4 8.3 0 4020 xo 1.4 2 14 35 0.5 0 0 0 0 0 0 0 0 (2) 3050 sh 1.4 2 --14 ri 15--1; ..-..0.5--, _-0 _� 0, ,. 0 0 0 0 0 0 2040 sh 1.4 y 2 30 j j y11 0.5' ;, ? 0 i�� 0 4 j 0', - 0 0 0 0 0 5050 xo-temp .1.4 % 2 30Q; It 1.5-, ; t_ 0.5 , ' f 0 , . � r 0 ; I O t 0 0 0 0 0 6080SGD 20 �,� `1 fi_ 30 f. -y5 <+ ir9. F' x-31 "4 5� ;r- Ony 0 0 0 0 0 3040 SH 42 1:5 `2 '" '30- 0.5 x`31 0'-" - 0" ' 0 41 5 0 0 2880 FR. 42 1.5 10.3 30 0.5 31 0 0 0 41 5 0 0 3040 sh (bath 3) 1.4 2 17 47 0.5 0 0 0 0 12.83 2.5 15 0 5040 xo (bed 3) 1.4 2 17 47. 0.5 0 0 0 0 12.83 2.5 15 0 BUTTE couNrr BUILDING DIVISION APPROVED Registration Number: 216-N0171778A-000000000-0000 Registration Date/Time: 2016-05-09 09:03:33 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-05-09 09:02:26 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Cooper Residence Calculation Date/Time: 09:01, Mon, May 09, 2016 Calculation Description: Compliance Input File Name: Cooper 2321.ribd N CF1 R -PRF -01 Page 6 of 10 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 Area (ft) Perimeter (ft) Edge Insul. R -value & Depth Carpeted Fraction Total Cavity Winter Design 2321 Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers None 0 No • Inside Finish: Gypsum Board • Cavity / Frame: no insul. / 2x4 Garage Ext Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. none 0.361 Exterior Finish: 3 Coat Stucco Ceilings (below 2x4 Bottom Chord of Truss @ 24 Inside Finish: Gypsum Board RO ClgBIwAttic Cons attic) Wood Framed Ceiling in. O.C. none 0.481 Cavity/ Frame: no insul. /2x4 Btm Chrd • Cavity/ Frame: no insul. / 2x4 • Roof Deck. Wood Siding/sheathing/decking Asphalt RB Roof Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O.C. none 0.644 Roofing: Light Roof (Asphalt Shingle) I Inside Finish: Gypsum Board Ceilings (below: 2x4 Bottom Chord of Truss @ 24 Cavity/Frame: R-9.1 /2x4 Btm Chrd R38 Ceiling below attic attic) Wood Framed Ceiling in. O.C. R 38 0.025 Over Ceiling Joists: R-28.9 insul. • Inside Finish: Gypsum Board • Cavity/ Frame: R-19 / 2x6 R19 Wall Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 19 0.072 Exterior Finish: 3 Coat Stucco ,.�' ril, • Inside Finish: Gypsum Board Cavity/Frame: R -19/2x6 Gar House R19 Interior.Walls `Wood Framed Wally 2x6 @116 in O.C. R 41 Il-0.667Other Side Finish: Gypsum Board �.j ' L, •.�-,- 3 {--s ; (4 1R j, ; § ILS '�- s C? Inside Finish: Gypsum Board Kwall R19 Interior Walls Wood Framed Wally.. tri 2x6 @ 24 in. O.C. , ,� �.�" R 19,y 11W rQ,067 Cavity/Frame: R -19/2x6 SLAB FLOORS 01 02 03 04 05 06 07 Name Zone Area (ft) Perimeter (ft) Edge Insul. R -value & Depth Carpeted Fraction Heated Slab On Grade Conditioned 2321 223 None 0.8 No Gslab Garage 954 96 None 0 No 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 Re uir - V %0 BUILDING AP PRwE° Registration Number: 216-N0171778A-000000000-0000 Registration Date/Time: 2016-05-09 09:03:33 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-05-09 09:02:26 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD n Project Name: Cooper Residence 3 Calculation Description: Compliance Calculation Date/Time: 09:01, Mon, May 09, 2016 Input File Name: Cooper 2321.ribd CFI R -PRF -01 Page 7 of 10 WATER HEATING SYSTEMS 01 02 03 04 05 06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) Water Heater - 1/1 DHW Standard Min 50 Gal 1 - none - 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) Min 50 Gal Natural Gas Small Storage 50 0.62 40000-Btu/hr 0 0 WATER HEATING - HERS VERIFICATION SPACE 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Point -of Use Recirculation Control Central DHW Distribution Water Heater - 1/1 - --- HVAC Fan 1 Attic Default SPACE CONDITIONING SYSTEMS �j '��-.�. ; i ` ` �r 9'— -• 1�_,_� I ( t "� �� 01f1 02 03;1� , ' 05 06 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name HVAC System 1 Other Heating and Cooling System Furn 92 14 SEER - 11.7 EER HVAC Fan 1 Attic Default HVAC - HEATING UNIT TYPES 01 02 03 Name Type Efficiency Furn 92 CntrlFurnace - Fuel -fired central furnace 92 AFUE BUrs ICOUN BUILDING DIVISION APPROVED Registration Number: 216-N0171778A-000000000-0000 Registration Date/Time: 2016-05-0909:03:33 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF113-03112016-433 Report Generated at: 2016-05-09 09:02:26 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Cooper Residence Calculation Date/Time: 09:01, Mon, May 09, 2016 Calculation Description: Compliance Input File Name: Cooper 2321.ribd CFI R -PRF -01 Page 8 of 10 HVAC - COOLING UNIT TYPES 01 02 03 04 05 06 07 Name Verified Airflow Efficiency Verified EER Verified SEER Verified Refrigerant Charge Name System Type EER SEER Zonally Controlled Multi -speed Compressor HERS Verification 14 SEER - 11.7 EER SplitAirCond 11.7 14 Not Zonal Single Speed 14 SEER - 11.7 EER -hers -cool HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge 14 SEER - 11.7 EER -hers -cool Required 350 Not Required Not Required Not Required HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 Name Type - Duct Leakage Insulation R -value Duct Location Bypass Duct HERS Verification Attic Default DuctsAttic � Sealed and -tested-_-, -� '8`rrr_ a Attic None Attic Default -hers -dist HVAC DISTRIBUTION - HERS VERIFICATION 01 P - 02 ?1 03;r*5, rl04,y "' i o'05�„ •. ) -1,06 07 08 Name Duct Leakages Verification "Duct Leakage *' Target (%) Verified`Duct '" Location Verified Ddct7 Design `Buried Ducts Deeply Buried Ducts Low -leakage Air Handler Attic Default -hers -dist 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 0, SUITECOUNTY 02 03 Name -BUILDING DIVI S ONVerified Fan Watt Draw Required Fan Efficiency (Watts/CFM) HVAC Fan 1 -hers -fan A n n ^` 111— ^ Required 0.58 Registration Number: 216-N0171778A-000000000-0000 Registration Date/Time: 2016-05-09 09:03:33 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-05-09 09:02:26 ,�CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD '-,.'Project Name: Cooper Residence Calculation Date/Time: 09:01, Mon, May 09, 2016 Calculation Description: Compliance Input File Name: Cooper 2321.ribd CF1 R -PRF -01 Page 9 of 10 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 60.71 0.25 Default 0 Required P R. 1 D F, R. BUTTE COUNT BUILDING DIVISION APPROVED Registration Number: 216-N0171778A-000000000-0000 Registration Date/Time: 2016-05-0909:03:33 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-03112016-433 Report Generated at: 2016-05-09 09:02:26 1 f CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD f Project Name: Cooper Residence Calculation Date/Time: 09:01, Mon, May 09, 2016 Calculation Description: Compliance Input File Name: Cooper 2321.ribd CF1 R -PRF -01 Page 10 of 10 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Greg Peitz c�re8 Company: Signature Date: Gregory A. Peitz Architecture 2016-05-09 09:03:33 Address: CEA/HERS Certification Identification (If applicable): 383 Rio Lindo Ave City/State/Zip: Phone: Chico, CA 95926 530-894-5719 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. 3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name: �s�-�."°`� f 1:,.,. I Responsible Designer Signature: C Greg Peitzoc" aa Company:7.�7 Gregory A. Peitz Architecture Date Signed: M6-050 909:0:33-> Address: License: _ 383 Rio Lindo Ave C21283 City/State/Zip: Phone: Chico, CA 95926 530-894-5719 BUTTE OUN TN BUILDING ®IVIS APPROVED Digitally signed by Ca/CERTS. 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-NO17177BA-000000000-0000 , CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2016-05-09 09:03:33 Report Version - CFiR-03112016-433 HERS Provider: CaICERTS inc. Report Generated at: 2016-05-09 09:02:26 GREG0R,Y ,A. PEIT�Z . w , r ARC H•ITE,CT - 383 Rio Lindo Ave. Chico, CA. 95926 •(530) 894-5719 . JUN 0'7 1016 • , 3 TRS AiVD ASSOCIATES ' PERMIT # BUTTE COUNTY DEVELOPMENT NWAC REVIEWED FOR C C IVI PLIA 8�. DATE BY fZ E Structur-al-C,alc-ulati'ons fo-r:' CY. BUTTE COUNTY REVIEWED JUN `0 6 2016 FOR CODE COMPLIANCE e DEVELOPMENT JUL 28 2096 SERVI('ES SSD Y .TRB AND, ASSOCIATES * No C21283' rk R 7/ 17 , r.LZ 140 t JAStructuraRDesign Data - Residential.doc DESIGN DATA ' Code used: 2013 California Building Code Floor loading: Live loads: Uninhabitable attics w/o storage: l Opsf Uninhabitable attics w/ limited storage: 20psf Habitable attics and sleeping areas: 30psf All others except balconies and decks: 40psf Dead load —10lbs/square foot Roof loading: Live loads: ' 201bs/SF ' Dead loads: Typical roof — 14lbs/SF Comp. shingles or metal roof Wind loading: Basic 3 -second gust wind speed (mph) 110 Wind importance factor, 1. 1.00 Wind exposure category B Internal pressure coefficient, GCpi +/-0.18 Seismic: Seismic importance factor, 1 1.00 Mapped spectral response acceleration; Ss 0.70 SI 0.25 Site class D Design spectral response coefficients; SDS 0.579 SDI 0.317 Seismic design category D Basic seismic -force -resisting systems) ' Bearing wall system — plywood shearwalls Seismic response coefficient(s), Cs 0.089 Response modification factor(s), R 6.5 Analysis procedure; Equivalent lateral force procedure r , BUTTE COUNTY' BUILDING DIVISION APPROVED - A +. i . WIND. ANALYSIS �. Simplified Envelope Procedure Per ASCE 7-10, Chapter 28. 1. Risk category 2 (table 1.5-1) fi^� �j 2. Basic wind speed: 110 mph `(figure 26.5-1A) *3. Exposure: B (section 26.7) �. 4. Kzt = 1.0-'(section 26.8) 5. X = 1.0 (figure 28.6-1) . 6. Roof slope: 24..51 (6/12) 7. Mean roof height: less than 30 ft. PS —• 'k KA POO ( eq. 28.6-1) Wind Pressures Roof internal zone: (6.45 psf) (.6) = 3.87 psf -� Roof end zone: (7.33 psf) (.6) = 4.40 psf - Wall internal zone: (17.34 psf) (.6) = 10.41 psf s Wall end zone: (23.32 psf) (.6) =,13.99 psf Q( BUTTE COUN"� ' BUILDING QIVISION P APPROVED . L w w Eu w W Lo L C- 5 5. co 51 t -f I C--5 6 514, � -z. ^ ..� 2g� � CSS, � �'�� (� �� � � -�' C ��_ �� )C Z� Co 7-) C. 0 �g y 44 41 s 5, (5, 5� Z) 5, -> -D d C— BUTTE COUNTY BUILDING DIVISION APPROVED r LINE - r R�= rLP� WALLS �`?.���•,�� w ��,` SHEARWALLS Vn ) 3/8" GDX ply. w/ 8d's (;� ,12 o.c. ❑ 5 coat plaster ❑ (, ) gyp. bd. _ w/ ( )� ( ),'AT ALL SUPPORTS, BLOCKED ANCHOR BOLTS GBG specified %2" 0 a.b.'s @ 6'-0" o.c. w/ min. (2) a.b.'s per wall is adequate ❑ y2" 0 anchor bo Its @o.c. A35 / RBC ❑ RBC's @ O.C. A35's � L� � o.c. • ❑ NONE REa V OVERTURNING Y fl No holdown's req'cl ❑ 6516 Holddown Straps to Rim Joist below ❑ Portal Frame w/ "Simpson" ST6224 straps from 4x post to continous header., ❑ HDU2, 55TB16 @ Single pour, SSTB20 @ 2 Pour ❑ HDU4, 55TB20 @ Single pour, SSTB24 @ 2 Pour COLLECTOR / CHORD O7 c IBU ME COUNTY ❑ ( ) 16d's per top e sp I ice BUILDING DIVISION ❑ G516 strap sp I ices El/� �®®��� . • ST6224 strap splices. APPROVED R ❑ Drag Truss , LINE , )3 Rte= T..192< WALLS= ({,`� ! ,. - e> Qi r SHEARWALLS ] 3/8" GDXp ly. w/ 8d's @ (0,12 o.c. ❑ 5 coat plaster ❑ ( ) gyp. bd. w/ ( ")� (; ), AT ALL SUPPORTS, BLOCKED ANCHOR BOLTS N� CBG specified Y2" . (P. a.b.'s .@ 6'-0" o.c. W min. (2) a.b.'s per wall is adequate ❑ )/2" �P anchor bolts •0 O.C. A35 / RBC 3 7 ❑ ❑ NONE REa'D OVERTURNING ❑ No holdown's recj,'d ❑ 0516 Ho lddown Straps to Rim Joist be low ❑ Portal f=rame w/ "Simpson" 5T6224 straps from 4x post to continous -header. W$ HDU2, SSTB16 @ Single pour, 55T520 @ 2 Pour - ❑ HDU4, 55TB20 Single pour, 55TB24 ® 2 Pour COLLECTOR / CHORD . BUTTE CO'UNT'Y ❑ ( ) 16d's per top e ' sp I ice BUILDING DIVISION ❑- 'G516 strap splices APPROVED ❑ 5T6224 strap splices Drag Truss 3 7 D LINE I'cj'r- WALLS= �' g�� P ' SHEARWALLS , .,I o icI/ 3/5" GDXply. H/ 8d's @ u;v ,12 o.c. El coat plaster ❑ ( )gyp. bd. H/ C ), AT ALL SUPPORTS, ANCHOR BOLTS GBG specified Y2 0 a.b. s �. 6-0" o.c. w/ min. (2) a.b.'s per Hall is adequate ❑ Y2" 0 anchor bolts A35 / RBC ,r ❑ RBC's @ 0.0. ❑ NONE REa'D OVERTURNING r f Q ❑ No holdown's req'd ❑ G516 Holddown Straps to Rim Joist below ❑ Portal Frame H/ "Simpson" ST6224 straps from 4x post to continous header. F HDU2, S5TB16 @ Single pour, 5STB20 @ 2 Pour ❑ HDU4, SSTB20 @ Single pour, 55TB24 @ 2 Pour COLLECTOR/ CHORD, 0 BLOCKED UTTE COUNTY F-1(' ) 16d's per top g sp l ice UILDING DIVISION ❑ G516 strap sp I ices APPRO'V'ED ❑ 5T6224 strap splices ❑ Drag Truss LINE R.I = HALLS= �_,c�� � ��. a` :� Com• ca SHEARWALLS - GDXly. w/ 8d's 9 4l o.It p ,12 C. `❑ 5 coat piaster ❑ ( )gyp. bd. w/ ( )� ( ), AT ALL SUPPORTS, ANCHOR BOLTS r i; GBG specified %2" 4) ab -'s @ 6-0" o.c. w/ min. (2) a.b.'s per wall is adequate ❑ YY 0 anchor bo Its @ o.c. A35 / RBC ❑ RBC's @ o.c. A55's @ o.c. ❑ NONE REO'D OVERTURNING ❑ . No holdown's req'd ❑ C516 Hblddown Straps to Rim Joist below ❑ Portal f=rame .w/ "Simpson" ST6224 straps from 4x post to continous header. HDU2, 55T516 @ Single pour, SSTB2O @ 2 Pour ❑ HDU4, 5ST152O ® Single pour, 55TB24 @ 2 Pour COLLECTOR/ CHORD ❑ ( ~, ). 16d's per top splice ❑ G516 strap sp I ices ❑ 5T6224 strop splices 0 Drag Truss y BLOCKED BUTTE COUNTY BUILDING DIVISION APPROVED /0 LINE R'Z= ,��` � HALLS= 4,gip � =�,a' � �•a` �5 �� SH EARWALLS -- , GDX ply. w/ ad's @ q ��,12 o.c. ❑ 5 coat piaster ❑ ( ) gyp. bd. w/ ( )@ ( ), AT ALL SUPPORTS, BLOCKED ANCHOR BOLTS I'] GBG specified Y2" 0 a.b.'s @ 6-0" C.C. w/ min. (2) a.b.'s per wall is adequate ❑ Yz" 0 anchor bo Its @ O.C. A35 / RBC ❑ RBC's @ o .c . ❑ NONE REa'D OVERTURNING ❑ No holdown's recL'cl ❑ 0516 Holddown Straps to Rim Joist below ❑ Portal Frame H/ "Simpson" 5T6224 straps from, 4x post to continous header. HDU2, 55TB16 @ Single pour, 55TB20 @ 2 Pour ❑ HDU4, 55TB20 @ Single pour, SSTB24 @ 2 Pour COLLECTOR / CHORD ❑ ( ) 16d's per top q splice Q .CS16 strap splices ❑ 5T6224 strap splices 1771 Drag Truss BUTTE CouNw BUILDING DIVISION -APPROVED ,r LINE 3 NALLS= E '-1" c •��-I `�, f SHEARWALLS G� CDXly. w/ 5d's �� t i / p ,12 o.c. El 5 coat plaster ❑ ( J gyp. bd. v4/,( AT ALL SUPPORTS, BLOCKED ANCHOR BOLTS GBG specified Y2" 0 a.b.'s 6-0" oz. w/ min. (2) a.b.'s per wall is adequate E )/2" (P anchor bolts @ o.c. A35 / RBC r ❑ RBC's @ o.c. qM A55's @ ! o.c. ❑ NONE REa'D , OVERTURNING ❑ No holdown's req'd ❑ C516 Ho Iddown Straps . to Rim Joist be Io'H ❑ Portal Frame w/ "Simpson" 5T6224 straps from 4x post to continous header. . ❑ HDU2, 55TB16 @ Single pour, SSTB20 @ 2 Pour HDU4, 55T620 @ Single pour, SSTB24 @ 2 Pour ` COLLECTOR/ CHORD \ BUTTE COUNTY ( ) 16d's per top p. sp I ice BUILDING DIVISION ® ❑ C516 strap sp I ices • APPROVED 5T6224 strap splices F-1Drag Truss Project: ' 4 ;.Ifs' IA Gregory A Peitz, Architect Pa9a Location: NOOK WINDOW HEADER / Roof Beam [2015 International Building Codd (2012 NDS)] R, 5.5 INx7.5INx62FT #1 - Douglas -Fir -Larch - Dry Use StruCalc Version 9.0.2.5 5/11/2016 10:26:10 PM Section Adequate By: 100.3% , Controlling Factor: Moment DEFLECTIONS Center Live Load 0.04 IN L2025 ' Dead Load 0.04 in Total Load 0.07 IN U1034 LL = Live Load Deflection Criteria: L240 Total Load Deflection Criteria: U180 REACTIONS A_ B psf ' Live Load 1060 Ib 1060 Ib Dead Load 1016 Ib 1016 Ib DL= Total Load 2076 Ib 2076 Ib 15 Bearing Length ` 0.60 in 0.60 in BEAM DATA Tributary Width: Span Length 6.2 ft Unbraced Length -Top 0 ft ft Unbraced Length -Bottom 0 ft Side Two: Roof Pitch 6 :12 Roof Duration Factor 1.25 MATERIAL PROPERTIES Roof Live Load: #1 - Douglasfir-Larch Base Values Adiusted Bending Stress: Fb = 1200 psi FV = 1500 psi Cd=1.25 CF= 1.00 Shear Stress: Fv = 170 psi Fv' = 213 psi Cd=125 Tributary Width: Modulus of Elasticity: E= 1600 ksi F = 1600 ksi Comp.-LtoGrain: Fc -1-= 625 psi Fc --t•'= 625 psi Controlling Moment 3217 ftab Wall Load: 3.1 ft from left support 0 Created by combining all dead and live loads. Controlling Shear, 2076th 117.8 At support. plf Created by combining all dead and rive loads. Comparisons with required sections: Read Provided Section Modulus: 25.74 in3 51.56 in3 Area (Shear): 14.65 in2 41.25 int Moment of Inertia (deflection): 33.66 in4 193.36 in4 Moment: 3217 ft -Ib 6445 ft -Ib Shear: 20761b 58441b Side One: ' Roof Live Load: LL = 18 psf ' Roof Dead Load: DL= 15 psf Tributary Width: TW = 18 ft Side Two: Roof Live Load: LL = 18 psf Roof Dead Load: DL = 15 psf Tributary Width: TW = 1 ft Wall Load: WALL = 0 Non -Snow Roof Loaded Area: RLA = 117.8 plf plf SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = . 6.2 ft Beam Self Weight BSW = 9 ptf Beam Uniform Live Load: wL = 342 pff Beam Uniform Dead Load: wD_adj = 328 plf. Total Uniform Load: WT = 670 plf Project: 84.13 in3 • ; Location: GARAGE DOOR HEADER , 20.7 int Roof Beam f 580.4 in4 [2015 International Building Code (2012 �1DS)] 21032 ft -Ib 3.5 INx13.5INx18.4FT -4572 lb 24F -V4 - Visually Graded Western Species - Dry Use psf Section Adequate By: 23.6% TW = Controlling Factor: Deflection ft Side Two: DEFLECTIONS Center Beam Uniform Dead Load: wD_adj = Live Load 0.49 IN U454 LL = 16.8 Dead Load 0.51 in Roof Dead Load: DL= Total Load 0.99 IN L1223 psf Tributary Width: Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: U180 1 REACTIONS - A_ , B Wall Load: WALL = Live Load 2241 lb 2241 lb Non -Snow Roof Loaded Area: Dead Load 2331 Ib 2331 Ib 266.8 olf - Total Load 4572 tb 4572 Ib 26578 ft -Ib Bearing Length 2.01 in 2.01 in 10434 Ib BEAM DATA ' Span Length 18.4 ft Unbraced Length Top 0 ft Unbraced Length -Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.25 MATERIAL PROPERTIES 24F -V4 -Visually Graded Western Species Base Values Adjusted Bending Stress: Fb = 2400 psi Conho!/ed by.. Fb cmpr = 1850 psi Fb' = 3000 psi Cd -1.25 Shear Stress: Fv = 265 psi FV = 331 psi Cd --1.25 Modulus of Elasticity: E= 1800 ksi E'= 1800 ksi Comp. -L to Grain: Fc --L= 650 psi . Fc - -L= 650 psi Controlling Moment 21032 ft4b 9.2 ft from left support Created by combining all dead and live loads. Controlling Shear. -4572 Ib At support. Created by combining all dead and live loads. Comparisons with required sections: Redd Section Modulus: 84.13 in3 Area (Shear): 20.7 int Moment of Inertia (deflection): 580.4 in4 Moment: 21032 ft -Ib Shear: -4572 lb 13 ,Gregory A Peitz, Architect Pace StruCalc Version 9.0.2.5 5/11/2016 10:24:47 PM Side One: SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Roof Live Load: LL = 16.8 psf Roof Dead Load: DL = 15 psf Tributary Width: TW = 13.5 ft Side Two: Beam Uniform Dead Load: wD_adj = Roof Live Load: LL = 16.8 psf Roof Dead Load: DL= 15 psf Tributary Width: TW = 1 ft Wall Load: WALL = 0 Non -Snow Roof Loaded Area: RLA = 266.8 olf G _ C. 3 BUTTE COUNTY ,BUILDING DIVISION APPROVED SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 18.4 ft Beam Self Weight- BSW = 10 plf Beam Uniform Live Load: wL = 244 plf Beam Uniform Dead Load: wD_adj = 253 plf Probe Total Uniform Load: WT = 497 plf 106.31 in3 47.25 int 717.61 in4 26578 ft -Ib + 10434 Ib ' G _ C. 3 BUTTE COUNTY ,BUILDING DIVISION APPROVED Project: Location: GARAGE DOOR HEADER Multi -Loaded Multi -Span Beam [2015 International Building Code(2012 NDS)] 3.5 IN x 13.5 IN x 9.4 FT 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 218.6% Controlling Factor: ,Shear ` DEFLECTIONS Center Live Load 0.04 IN 1-12840 Dead Load 0.04 in Total Load 0.08 IN IJIM Live Load Deflection Criteria: 1-/360 Total Load Deflection Criteria: 1-240 REACTIONS A_ B Live Load 858 lb 1614 lb Dead Load 907 lb 1662 Ib Total Load 1765 lb 3276 Ib Bearing Length 0.78 in 1.44 in BEAM DATA Center A Span Length 9.4 ft Unbraced Length Top 0 ft Unbraced Length -Bottom 9.4 ft Live Load Duration Factor 1.25 Camber Adj. Factor 1 Camber Required 0.04 Notch Depth 0.00 NrGregory A Peitz, Architect page / StruCalc Version 9.0.2.5 5/11/2016 10:38:35 PM UNIFORM LOADS Center Uniform Live Load 0 plf MATERIAL PROPERTIES Uniform Dead Load 0 plf 24F -V4 - Visually Graded Western Species Beam Self Weight 10 plf Base Values Adiusted Total Uniform Load 10 plf Bending Stress: Fb = 2400 psi Controlled by. POINT LOADS - CENTER SPAN Fb cmpr= 1850 psi FU= 3000 psi Load Number One Two Three Four Five Cd --1.25 Live Load 100 Ib 100 Ib 1136 Ib 568 Ib 568 Ib Shear Stress: Fv = 265 psi Fv' = 331 psi Dead Load 100 Ib 100 Ib 1136 Ib 568 lb 568 Ib Cd=1.25 Location 1 ft 3 ft' 5 ft 7 ft 8 ft Modulus of Elasticity- E = 1800 ksi E'= 1800 ksi Comp. -L to Grain: Fc --L= 650 psi Fc - -L = 650 psi Controlling Moment: 7473 ft -Ib 4.98 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: -3275 Ib 9.0 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on spans) 2 Comparisons with required sections: Read Provided : Section Modulus: 29.89 in3 106.31 in3 Area (Shear): 14.83 int 47.25 in2 Moment of Inertia (deflection): 123.41 in4 717.61 in4 Moment: 7473 ft -Ib 26578 ft -Ib Shear: -32751b wnTo� 10434 lb ' BUTTE COUNTY BUILDING DIVISION APPROVED Project: Rend Location: REAR COVERED PORCH HEADER-" Section Modulus: _ Roof Beam 132 in3 [20151ntemational Building Code(20 DS)] 12.69 in2 5.5 INx12.0INx18.0FT Moment of Inertia (deflection): 24F -V4 - Visually Graded Western Species - Dry Use 792 in4 Section Adequate By: 132:6% 12613 ft -Ib Controlling Factor: Deflection Shear: 2803 lb DEFLECTIONS Center Roof Dead Load: DL= Live Load 0.22 IN 1-1966 Tributary Width: TW = Dead Load 0.29 in Wall Load: WALL = Total Load 0.52 IN U419 Non -Snow Roof Loaded Area: RLA = 135 plf Live Load Deflection Criteria: 11240 Total Load Deflection Criteria: U180 REACTIONS A_ B SLOPEIPITCH ADJUSTED LENGTHS AND LOADS Live Load 1215 lb 1215 Ib Ladj = 18 ft Dead Load 1588 tb 1588 Ib' BSW = 14 plf Total Load 2803 lb 2803 Ib wL = 135 ptf Bearing Length 0.78 in 0.78 in BEAM DATA Span Length 18 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.25 MATERIAL PROPERTIES 24F -V4 -Visually Graded Western Skies Base Values Adiusted Bending Stress: Fb = 2400 psi, Controlled by. Fb cmpr = 1850 psi FW = 3000 psi Cd --1.25 Shear Stress: Fv = 265 psi Fv' = 331 psi Cd --1.25 Modulus of Elasticity: E= 1800 ksi F= 1800 ksi Comp. -L to Grain: Fc - -L = 650 psi Fc - -L = 650 psi Controlling Moment 12613 ft4b 9.0 ft from left support Created by combining all dead and live loads. Controlling Shear. 2803 lb At support Created by combining all dead and live loads. Comparisons with required sections: Rend Provided Section Modulus: 50.45 in3 132 in3 Area (Shear): 12.69 in2 66 1n2 Moment of Inertia (deflection): 340.49 in4 792 in4 Moment: 12613 ft -Ib 33000 ft -Ib Shear: 2803 lb 14575 lb P, /5 N-,� Gregory A Peitz, Architect Pose StruCalc Version 9.0.2.5 5/11/2016 10:35:55 PM Side One: wD_adj = 176 Roof Live Load: LL = 18 psf Roof Dead Load: DL= 20 psf Tributary Width: TW = 6.5 ft Side Two: Roof Live Load: LL = 18 psf Roof Dead Load: DL= 15 psf Tributary Width: TW = 1 ft Wall Load: WALL = 0 Non -Snow Roof Loaded Area: RLA = 135 plf plf SLOPEIPITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 18 ft Beam Self Weight BSW = 14 plf Beam Uniform Live Load: wL = 135 ptf Beam Uniform Dead Load: wD_adj = 176 plf Total Uniform Load: WT = 311 plf BUTTE COUNTY BgpING DIVISION PROVED W W U) rncn0 &nSQ r N r ti V NCN N N N N I Poo, f" ^i c7 cryc®coS I c / / rc.a a 3 - / 0 `17 c o/. s7, REVIEWED FOR CODE COMPLIANCE JUL 18 2016 TRB AND ASSOCIATES BUTTE COUNTY BUILDING DIVISION APPROVED I r sS-�. T 65, y )7�- 5q-7 � mmm wWUl co co 0t U)oo r C\ I C4 C4 Cl' �71S CQ W REVIEWS� FOR CODE CC)FvfF�/� IANCE JUL 7 8 7016 TRB AND ASSOCIATES BUTTE UNTY BUILDING CpjV S ply APPROVED