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Plans (420) Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 W2G7175Z0113135238 Truss Fabricator: Truss Components of Oregon Job Identification: 0717071--PARR LUMBER-HI LLSBORO -Rockwell F Windwood -- VERIFY VERIFY, OR Model Code: I BC Truss Criteria: 1 BC2015/TPI-2014(STD) EQ PROP Engineering Software: Alpine proprietary truss analysis software. Version 16.01. 4% Sip, Truss Design Loads: Roof - 42 PSF @ 1.15 Duration0 �5 aG1'E % Floor - N/A 19575 y Wind - 120 MPH (ASCE 7-10-Closed) Notes: 07/ 3/2017 OREGON 1. Determination as to the suitability of these truss components for the GI `on d, structure is the responsibility of the building designer/engineer of '9R 20,19 fr,'• record, as defined in ANSI/TPI 1. OZ.D W.0 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 daro, Tl ° ne eal Details: 12030EC1-GBLLETIN-GABRST10-BRCLBSUB-CNBRGBLK-12015EC1- Submitted by GWH 13:52:14 07-13-2017 Reviewer: BFR $ $ # Ref Description Drawing# Date 1 83676--AGE 17194015 07/13/17 2 83677--A 17194005 07/13/17 3 83678--A1 17194006 07/13/17 4 83679--B 17194009 07/13/17 5 83680--A1GE 17194016 07/13/17 6 83681--EGE 17194017 07/13/17 7 83682--E 17194007 07/13/17 8 83683--CGE 17194008 07/13/17 9 83684--DGE 17194018 07/13/17 10 83685--DG 17194019 07/13/17 11 83686--FGE 17194010 07/13/17 12 83687--F 17194011 07/13/17 13 83688--F1 17194012 07/13/17 14 83689--F2 17194013 07/13/17 15 83690--F2GE 17194014 07/13/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717071--PARR LUMBER-HILLSBORO -Rockwell F Windwood -- VERIFY VERIFY, OR - AGE) Top chord 2x4 HF #2 120 mph wind, 22.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x3 HF #2 DL=0.6 psf. :M12, M13, M14, M15, M16 2x4 HF #2: Wind loads and reactions based on MWFRS with additional C&C member Truss designed to support 1-0-0 top chord outlooker span and design. cladding I oad not to exceed 5 PSF one face, and 24" span opposi te face. Top chord may be notched 1.5" deep X 3.5" periodically Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng details or per along top edge. DO NOT OVERCUT. No knots or other lumber defects engineer of record. 2X3 studs require reinforcement at 70% of the allowed within 12" of notches. Do not notch in overhang or heel panel. length tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind (a) #3 or better scab reinforcement. Same size & 80% length of web braci ng requi rements. member. Attach wi th 10d Box or Gun nails (0. 128"x3",min.) @ 6" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad Deflection meets L/360 live and L/240 total Ioad. Creep increase applied per IBC-15 section 1607. factor for dead load is 2.00. 5X7 • 3X7* 1_ , .% % .: % 3X7- • •• M12T1113?N14 ( la a •,„,,a) a) % am(a) 10-4-3 6 i - ///////////////)////////////////////////////////////////////g//////////////////////////////////////////////////////////// -L 0 18-0-0 3X5(A1) 5X7 3X5(A1) -1-.J 1-6-0 20-0-0 ,I, 20-0-0 J Fc 40-0-0 Over 2 Supports R=141 PLF U=17 PLF W=20-0-0 R=130 PLF U=22 PLF W=20-0-0 RL=11/-11 PLF • Note: Al I PI ates Are 1. 5X4 Except As Shown. Design Crit: I BC2015/TPI -2014(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. .• e'W AFF OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 "WARNINGIw'READ AND FOLLOW ALL NOTES ONTHIS DRAWING! fi> %N / 825 N 4th Ave,Cornelius OR 97113 '•I NPORTANr• MIMI SH 711I S DRAW'NG TO ALL CONTRACTORS I Neill,'NG THE INSTALLERS. �G FF O TC LL 25.0 PSF REF R7175- 83676 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer he and follow G j9575 Z TC DL 1 0.0 PSF DATE 07/13/17 the latesf edition of SCSI (Bulltli ng Component Safety Information, by TPI and WI'CA) for safety practices prior to performing these Functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, ,. chord shall have structural a proper y 1 top proper)y attached s entuI al sheathing and bottom chord shat have I attached / BC DL 7.0 PSF DRW CAUSR71 75 17194015 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCo All secii ons B3, BT or BiO as applicable. Apply plates to each face of truss and post tl on as shown above and on �- � LFJO1 I the Jolnf octad s, unless noted otherwise. Refer to drawl rigs 160A-Z for standard plate positions. 07 3/20 7 BC LL 0.0 PSF CA-ENG BFR/GWH I \V' I Alpine, a division of ITV Bull di ng Components Group Inc. shall not be responsible for any deviation from this drawl ng, any failure to build the truss In conformance 01 th ANSI/TPI 1, or for handling, shipping, OREGON AN lrwconnaovr instal lation R bracing of trusses. Ci ./ TOT. LD. 42.0 PSF SEAN- 124612 A seal on this drawl ng or cover page I I stI ng thl 0 drawl ng, I ndl nates acceptance of profess)mai eagl neer)ng I "ap.20 i 94 respond bi l l ty solely for the deal gn shown, The Sul tab)l I and use or ibis drawl ng for any structure Is the 8351 Rovana Circle respond esgoer per A /TP bl l l ty of the Elul l dl ng Di ANSI 1 Sec,2. OLD W 0 OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For morenformati on see thi s job's general notes page and these web Sites. SPACING 24.0" JREF- 1W2G7175Z01 i e ALPI NE: www.al pl heitw.cont; TPI: www.tags net.erg; W cA: wwwsbci ndustry.nom. I CC: www.i ccsafe.org Renaum RIAlII'lO1R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717071--PARR LUMBER-HILLSBORO -Rockwell F Windwood -- VERIFY VERIFY, OR - A) Top chord 2x4 HF #2 120 mph wind, 22.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RI SK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x4 HF #2 :W1, W7 2x4 HF Std/Stud: DL=0.6 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 5X7 3X5 3X5 3X7 3X7 / 1.5X4 1. 5X4 D� (a) , • 10-4-3 6 r (a) (a) 6 \ 14 �\ 18-0-0 3X5= 6X8— 3X5= 4X8(83) = 4X8(B3) I, ' 1-6-o 5 . 7-0-10-3-4 �I 6 x_13 J' 9-8-162-5-13 6-5-13 6-5-13 _1' 10-3-47-0-5 II. 20-0-0 I 20-0-0 H: 40-0-0 Over 2 Supports >1 R=1892 U=352 W=5.5" R=1840 0=343 W=5.5" RL=190/-192 Desi gn Cri t: I BC2015/TPI -2014(STD) PLT TYP. Wave FT/RT=2°/B(0%)/4(0) 16.01. r,. fe' OFFS+ OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 "WARM NGI w'READ AND FOLLON ALL NOTES ON THIS DRAIN NGI (, i N `Q/ 825 N 4th Ave,Comelius OR 97113 musses regw rel�0"n'reare i. FURNISH DRAWING ng,ALLTO CONTRACTORS ppl n�NTRRA`TORS I INiCng and THE bract INSTALLERS.[o and fol cow �` �G FFA OZ TC LL 25.0 PSF REF R7175— 83677 the latest edition of BCSI (Elul Iding Component safety Information, by TPI and wnCA) for safety practices 19575 TC DL 10.0 PSF DATE 07/13/17 pre, 1 n to Performing these functions. Installers shall Provide temporary bracing per BCSI. Unless noted otherwese, t r top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF ri ge d hei I e ng. Locate ons shown for permanent I attest o each cot o£webs shat have braci ng i notal ed per BC51 DRW CAUSR7175 17194005 I secti uns 83, B)or 810, as applicable. Apply pi-rtes to each face of truss and puss ti on as shown above and on 'a /�II Pi^ I I I l the Jolnt Details, unless noted otherwese. Refer to drawings 160A-Z for standard plate position. 07 /20 7 BC LL /�1 II ' Alpine, a division of ITYI Building Components Group Inc shall net be responsible for any dealatlon from this 0.0 PSF CA-ENG BFR/GWH drawing, any£allure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, OREGON AN lrweonAlxwv instal lauon R bracing of tru==e= -.1 TOT. LD. 42.0 PSF SEQN- 124608 . A seal on th1 s drawl cop or cover page I I stl ng thl s drawl op, I nal cotes acceptance of professional oral flawing 1 "en,2o,19r 'f renpmsi bi I 1 ty sol el y for the des!gn shown. Inc sui tab'I I ty and use of this drawing Tor any structure is the FROM BB 8351 RovanaCircle rwspanslblllty of the Bullring Designer per ANSI ,sec.z. Q`O W.r- DUR. FAC. 1. 15 sa<rcment°,CA95a2s or more Infnratenn see thes,ob s general notes page and these web sites SPACI NG 24.0" JREF— 1W2G7175Z01 ALPINE: woe al pi eel tw.can; TPI: wow.tpi est.org, wTCA. www.s'bcl ndust ry.com: ICC. www.,ccsafe.org Renee..A10r1Mn1a THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717071--PARR LUMBER-HILLSBORO -Rockwell F Windwood -- VERIFY VERIFY, OR - Al) Top chord 2x4 HF #2 120 mph wind, 22.97 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x4 HF #2 :W1, W7 2x4 HF Std/Stud: DL=0.6 psf. (a) Conti nuous I ateral restrai nt equal I y spaced on member. Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. 5X5= T 3X5ill 3X5 3X5% 3X5 1.5X4 1. 5X4 600;4••••••••• (a) 10-4-3 III .....0000000000000000 3X10(B3) = 3X5= 6X8= 3X5= 12%144, g 18-0-01 4X8(B3) 1-6-0 I� 7-0-5 10-3-4 6-5i 13 J_9-8-12 5-13 6-5-139-8-12�- 6-5-13 10-3-4-0-5 II'— 20-0-0 20-0-0 J Fc 40-0-0 Over 2 Supports R=1724 U=325 R=1846 U=347 W=5.5" RL=177/-171 Desi gn Cri t: I BC2015/TPI -2014(STD) Axe0 PROp s PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. .0 • aG r.f `rS%O OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357- 118 '•WARNI NGI•'READ AND FOLLOW ALL NOTES ON THIS DRAWING! ` F 2 TC LL 25.0 PSF 825 N 4t Ave,Cornelius OR 97113 •I • NPDRTANr'• FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575REF R7175- 83678 r Trusses require extreme care In fabri Carl t9, handling, shi ppi ng, Installing and bracing. Refer to and follow t the latest edition of BCSI (Bull di ng Component Safety Informatlon, by TPI and'MCA) for safety practices pri or %' TC DL 10.0 PSF DATE 07/13/17 to Performi n9 these funded i ons. Installers shall Provide temporary bracing per BCSI. Unless nototherwise, top chord shall have properly attached structural sheathing a.bottom chord shall have a properly attached di 0 : BC re gl d cel I I ng. Locati ons shown for permanent I ateral estr int of webs shat 1 have Israel ng I nstal I ed per BCS, DL 7.0 PSF DRW CAUSR7175 17194006 Ail ecti ons B3. B7 or B10, as applicable. Apply plates to each face of truss and posi ti on as shown above and u 07 /2 A I' .MI[ ' I the Joint Petal l s, unless noted otherwise. Refer to drawings 160A-Z for standard plate poll Li ons. I \�11 I Alpine, a division of I,w Building components Group Inc. ShatI net be responsible for any deviation from this 0 OREGON J BC LL O. 0 PSF CA-ENG BFR/GWH drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handl Ing, shipping, AN ITWC.OMPANV installation w bracing of trusses I L'an,20,191% *. TOT. LD. 42.0 PSF SEAN- 124614 . A seal on this drawl ng or thecoverd page I I sting the s drawl ng, I nth eatss of Thi anus of professional eV neer)ng a� respond DI 1 I ty sol e1 y far the dell gn shown. The sui t1 S l ty and use of this drawl ng for any structure I s the OC {�•`,� 8351 Rovana Circle reapanslenity of the Ilunmlq Designer per ANSI/171 ,see.2. -• DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For mo a informationb see this jos general notes page and these web sites: ALPINE: www.al pi nel tw.cora, TPI: www.tpi net.erg: MCA:'www.sbcl ndustry.cera; ICC www.i cesafe erg Renews 6/30/2019 SPAC I NG 24.0" J REF- 1 W2G7175Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717071--PARR LUMBER-HILLSBORO -Rockwell F Windwood -- VERIFY VERIFY, OR - B) Top chord 2x4 HF #2 :T4 2x4 HF #1&Bet. : (**) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #2 :B2, B4 2x4 HF #2: plot details for special positioning requirements. Webs 2x4 HF #2 :W1, W5, W9, W10 2x4 HF Std/Stud: 120 mph wind, 22.97 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Cal cul ated horizontal defl ecti on i s 0.17" due to I i ve I oad and 0.12" anywhere i n roof, RISK CAT I I, EXP B, wind TC DL=3.0 psf, wind BC due to dead I oad. DL=0.6 psf. (a) Conti nuous I ateral restrai nt equally spaced on member. Wind loads and reacti ons based on MWFRS wi th additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. (1) 2x4 x 7-11-4 x HF #1&Bet. Top chord scab centered 37-11-6 from left end. Attach to one face of chord wi th (2) rows of 0.120"x3", mi n. nails 6" O.C. , staggered 3". 6X8= fit 1. 5X4111 T 3X5 3X5 3X5 1.5X4o� 3X5:-. 6 r 10-4-3 (a) 6 W9 _Aiiii Tq 3X5(**) (a\ �6 4X12 W5 0-7-8 W10 \ii II �.. 5X5(A2) = 3X5= 3X5= B2 8X8- 8X8= T 4X5= H0514= �`�\� 18-0-0� 3.54 1. 5X4 111 B4 1. 5X4111 2x4 DF-L #2) 1-6-0 7-0-5 6-5-13 6-5-13 4-5-12 6-7-4 6-7-4 -3-1 10-3-4 9-8-12 4-7-8 6-5-8 6-5-8 2-5-8 c20-0-0 . l_ 21-6-0 1-6-9 24-7-8 I— 12-11-0 —I— ----1I _ •40-0-0 Over 2 Supports 2-5- ----1 R=1708 U=322 R=1861 U=347 W=5.5" RL=177/-171 Design Cri t: I BC2015/TPI -2014(STD) AEU PROpz, PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. I e `SS ` 0G j f f ip � OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! 4Zy' TC LL 25.0 PSF REF R7175- 83679_ 825 N 4th Ave,Cornelius OR 97113 ••I NPORTANT•• FURNISH THIS DRAM NG TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. 19575 Trusses require extreme care in fabricating, handling, shl ppi ng, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prier /• TC DL 10.0 PSF DATE 07/13/17 to to performing these functions. Installers shall provi tle temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ,� ri gid cei I i ng. Locati ons shown for permanent I ateral restrai nt of webs shat I have bract ng 1 neral I ed per BCSI BC DL 7.0 PSF DRW CAUSR7175 17194009 A rl MINI: I N II the ions B3 BJ or Blo as applicable Apply plates to each face of truss antl position as shown above and on ZO II the lolnt Details, unless noted otherwise. Refer es drawings ace of for sta.rd plate positions. Pine, a di vi sl on of ITIE BoiIdirg Components Group Inc. shall not be respons,b,e for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/GWH drawl ng, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shl ppi no, AN ITWCOMPANY installation A bracing of trusses ,011 `AIO an.20•19.&..0' TOT. LD. 42.0 PSF SEON- 124644 . Aeseal on this drawl ng or cover page I I stl tip this drawl n9, I rid'cotes acceptance of profasol noel engl neer)ngrOL t pawl bi I I ty sol el y for the design shown. The suitability and use of tui s drawl ng for any structure i s the `0 W• DU R. FAC. 1. 15 FROM BB 8351 Rovana Cirfle rosponsi bill ty of the Elul I ding Desl gar per ANSI/TPI 1 See.2. Sacramento,CA95828 For mune information see this;ob.s general notes page and these web saes: SPACING 24.0" JREF- 1W2G7175Z01 PI ALPINE: www.al pi Rei tw.Com; T : www.tpi net.org: WTCA: www.she!ntlustry.Com. ICC: www.iccsefe.org Rene We 6/30/2019 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0717071--PARR LUMBER-HILLSBORO -Rockwell F Windwood -- VERIFY VERIFY, OR - A1GE) Top chord 2x4 HF #2 120 mph wind, 22.97 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x3 HF #2 DL=0.6 psf. :M12, M13, M14, M15, M16 2x4 HF #2: Wind Ioads and reactions based on MFRS with additional C&C member Truss designed to support 1-0-0 top chord outlooker span and design. cladding Ioad not to exceed 5 PSF one face, and 24" span opposi te face. Top chord may be notched 1.5" deep X 3.5" periodically See DINGS S12030ENC100815 & GBLLETI N1014 for gabl e wi nd braci ng along top edge. DO NOT OVERCUT. No knots or other lumber defects requirements. allowed within 12" of notches. Do not notch in overhang or heel panel. (a) #3 or better scab rei nforcement. Same si ze & 80% length of web Provide I ateral wi nd braci ng per I TWBCG wi nd braci ng details or per member. Attach wi th 10d Box or Gun nails (0. 128"x3",min.) @ 6" OC. engi neer of record. 2X3 studs requi re rei nforcement at 70% of the I ength tabul ated for 2X4 studs of the same grade. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. 5X5 3X5 3X5 '411413 ° 151 ' •e - 1) a) a) (a 10-4-3 aVi (a; 6 i C l /////////////////////////////////////////////////////////////// /////////////////////////////////////////////////////////////// ® 18-0-0.i 3X5(A1) = 5X5 3X5(A1) 1-6-0 I, 20-0-0 ,I, 20-0-0 J Fc 40-0-0 Over Conti nuous Support R=156 PLF U=24 PLF W=40-0-0 RL=7/-7 PLF Note:- Al I PI ates Are 1. 5X4 Except As Shown. Design Cri t: I BC2015/TPI -2014(STD) ,EO PRO — PLT TYP. Wave FT/RT=2% O% /4 0 16.01. .. ( ) ( ) Sdi OR/-/1/-/-/R/- Scale =, 1875"/Ft. Truss Components of Oregon (503)357-2118 **WARN'NG!**READ AND LLTESONTHISDRAIINGIGI !" Nri F„ •• 825 N 4th Ave,Cornelius OR 97113 "IlwoarArrr" FURNISH THIS ORAaxG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 .p 2 TC LL 25.0 PSF REF R7175- 83680 Trusses requl re extreme care In fabricating, handling, shipping, Install l ng and bracing. Refer to and£ol l ow the latest edition of BCS' (Building Component Safety Information, by TPI and'MCA) for safety practices prior %1 TC DL 10.0 PSF DATE 07/13/17 T. to performing these functions. Installers steal I provide temporary bracing per SCSI Unless noted otherwise. top chord shal I have properly attached structural sheathing and bottom chord shall have a properly attached gC DL ri gi d cei i i ng. Locati ons shown for permanent I ateral estrai nt of webs shall have bracing i nstal I ed per Bcsl 'All 7.0 PSF DRW CAUSR7175 17194016 ,4 r O�� II se tions 83, B7 or B10, as anal i cabl e. Apply plates to each face of truss and poli ti on as shown above and on O'7 /ZO II L the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions.Al BC LL nine. a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this 0 OREGON 0.0 PSF CA-ENG BFR/GWH drawl ng, any failure to build the truss In conformance with ANSI/TPI 1, or for handl l ng, shipping, J AN ITWCOMPANY installation N braoing of trusses. l 'len,Zo oat' TOT. LD. 42.0 PSF SEON- 124635 . Aeseal on thl s drawl ng or Cover page I I stl ng thl s drawl ng, I ndl mites acceptance of profess'oral eV neer'ng 9' N*, pons)bl I I ty sol el y for the des'gn shown. The sul Lobi 1 I ty end use of this draw ng for any structure I s the L 0 W, OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle renponel bill ty of the eel l ding Oast gner per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For moreiti . nformaon see thi s)olf s general notes page and these web si tee ALAI RE: www.al pi neitw.eoev TPI www.tai net.pro wTCA: www sbci ndustry cern. I CC: www.I ccsafe.ore Renews 6/30/2019 SPACI NG 24.0" JREF- 1W2G7175Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717071--PARR LUMBER-HILLSBORO -Rockwell F Windwood -- VERIFY VERIFY, OR - EGE) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x3 HF #2 DL=0.6 psf. Truss designed to support 1-6-0 top chord outlooker span and Wind loads and reactions based on MWFRS with additional C&C member cladding load not to exceed 5 PSF one face, and 24" span desi gn. opposite face. Top chord may be notched 1.5" deep X 3.5" periodically al ong top edge. DO NOT OVERCUT. No knots or other I umber defects Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng details or per allowed within 12" of notches. Do not notch i n overhang or heel panel. engi neer of record. 2X3 studs requi re rei nforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS S12015ENC100815 & GBLLETIN1014 for gable wind bracing requirements. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. (S) Add 2x4 x 6-0-0 HF #2 scab to be attached to one face of top chord wi th 10d (0.128"X3.0") nails at 6" o.c. Top edge of scab should be 1.5" below the existing top edge of the top chord. 4X5 (S) 40���♦ \\�\� (S) 4. 6 r--- ♦/10.41.• \\\'\\\\ 16 3-4-3 _ *'C a 0 0 Q 0 a 0 \��� \_ ® 9-0-0 / 2X4 III 3X5(A1) = 3X5(A1) 1<-1-6-0—>1 1<-1-6-0--->i I, 6-0-0 ,I, 6-0-0 J Hz 12-0-0 Over 2 Supports R=987 U=282 W=5.5" R=987 U=282 W=5.5" RL=101/-101 • Note: All Plates Are 1. 5X4 Except As Shown. Design Cri t: I BC2015/TPI -2014(STD) EO PROF. PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. �. �� `sS OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARNI NGI w' READ AND FOLLOW ALL NOTES ON THIS DRAM NG! & %% 825 N 4th Ave,Cornelius OR 97113 "IWPORTANr" F RNISH TITS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. O + OZ TC LL 25.0 PSF REF R7175- 83681 Trusses require extreme care In fabrl call ng, handling, shipping, Install lrg and bracing. Refer to and follow 19575 9 the I atest edition of BCSI (Building Component Safety Information, by TPI and'MCA) for safety practices prior tr 1 TC DL 10.0 PSF DATE 07/13/17 to performing these functions. Installers shall provide temporary bract ng per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached10 rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI /♦ : BC DL 7.0 PSF DRW CAUSR7175 17194017 ,4 IJO�_ i sections 63, B/or 810, as applicable. Apply plates to each face of truss and position as shown above and on 07 /20 I the Joint Details, unless noted otherwise. Refer to drawings 16OAt fnr standard plate positions. BC LL 0.0 PSF CA-ENG BFR/GWH I ' AI pi ne, a division of I TW Bui I di ng conywnents croup Ina steal I not be responsi bl a for any devl ati on frwn thi s OREGON drawing, any fat Iure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping. AN ITN/COMPANY I nstal I at on R bract ng of trusses. V A Gaal on TMs drewl09 or cover pagelisting this drawl n?, Indlcotes acceptance of professional ong'nleering 9 °°•20.19°° TOT. LD. 42.0 PSF SEQN- 124659 responsi hi I I ty sol el y for the dell gn shown. The sul tae'I I ty end use or MI s drawl ng for any structure I s the id? 0 W W. �� DU R. FAC. 1. 15 FROM BB 8351 Rovana Circle responsi hi I I ty or the Wu'I ding Das'gear per ANSI/TPI 1 See.z. •. Sacramento,CA 95828 For moreinformat1 s m . on e i s job's general notes page and these web si nes ALPINE: www.al pi neitw can TPI:www.tpi est.org WTCAA: www.sbci ndustry tem I CC: www.i ccsafe.org Renews 6/30/2019 SPACI NG 24.0" J REF- 1 W2G7175ZO1 (0717071--PARR LUMBER-HI LLSBORO -Rockwel I F Wi ndwood -- VERI FY VERI FY, OR - E) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member I oad applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4X5= 6 6 3-4-3 e +9-0-0 1. 5X4 III 2X4(A1) = 2X4(A1) --- L--1-6-0-->1 1-6-0-->1 6-0-0 T 6-0-0 >1 I, 6-0-0 ,I, 6-0-0 J f' 12-0-0 Over 2 Supports R=633 U=88 W=5.5" R=633 U=88 W=5.5" RL=-66 Design Cri t: I BC2015/TPI -2014(STD) EO PROp� PLT TYP. Wave FT/RT=2%D(0%)/4(0) 16.01. 0. 13V ��`..0_ OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ''WARM NGI.. READ AND FOLLOW ALL NOTES ON THIS DRAINING! 825 N 4th Ave,Comelius OR 97113 '•IIPORTANT•• PIAw15H TW11s DRArnNc To ALL CONTRACTORS INCLwING THE 1NsrALLERs. (9 TC LL 25.0 PSF REF R7175- 83682 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow 18575 the Iatest edition of SCSI (BuiIding Component Safety Information, by TPI and PICA) for safety practices prior l' TC DL 1 0.0 PSF DATE 07/13/17 n to pertormi ng these functl ons. Installers shall Provide temporary bracing per BC51. Unless noted otherwise, r 1 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gid cei I i ng. Locati ons shown for permanent I atera, estrai nt of webs shat I have brad ng i nstal I ed per B6 s1 /- i BC DL 7.0 PSF DRW CAUSR7175 17194007 A f — `d N i sections H3, BJ or BID, as applnoted otherabl Apply plates to each face of fortrussand dtl onate as shown above and on 07 /20 7 II JI—Jl I the Joint Details, unless n tetl otherwise. Refer to drawings 160A-Z for standard plate positions. I Alpine, a di vi sl on of ITW Building Components Group Inc. shall not be responsible for any deviation from this GI OREGON BC LL 0.0 PSF CA-ENG BFR/GWH drawing, any failure to build the truss In conformance wl th ANSI/TPI 1, or For handling, shipping, wexi AN ITW COMPANY i nstal l atl on U braol ng of covertrusses .9 `ao 2U,18� TOT. LD. 42.0 PSF HON- 124637 A seal no thl s drool ng or cover peps 1 I sti ng 2111 a drool ng, I MI Utes acceptance of profaasl 0001 ono'neer!ng IA •4_respons101 II ty solely for the design shown. The sultabi l ty and use of Ohls drawl ng for any structure Is the r 8351 Roma Circle respolul01t ty of the put1dlnp Designer per AN51/TPI 1 See.2. D OUR. FAC. 1. 15 FROM BB Sacramento,CA 95818 For more i nformati on see this job's general notes page and these web sl tes: ALPINE: www.al pineitw com TPI: www.tpi nst.erg; WTCA: www sbcindustry con, ICC: www iccsafe.org Renews 6/30/2019 SPACI NG 24. 0" J REF- 1 W2G7 1 75Z0 1 • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717071--PARR LUMBER-HILLSBORO -Rockwell F Windwood -- VERIFY VERIFY, OR - CGE) Top chord 2x4 HF #2 120 mph wind, 20.87 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wind TC DL=3.0 psf, wi nd BC Webs 2x3 HF #2 DL=0.6 psf. See DWGS S12030ENC100815 & GBLLETIN1014 for gable wind bracing Wind loads and reactions based on MWFRS with additional C&C member requi rements. desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Provide lateral wind bracing per ITWBCG wind bracing details or per load applied per IBC-15 section 1607. engineer of record. 2X3 studs require reinforcement at 70% of the I ength tabulated for 2X4 studs of the same grade. Truss designed to support 1-6-0 top chord outlooker span and cladding load not to exceed 5 PSF one face, and 24" span Deflection meets L/360 live and L/240 total load. Creep increase opposite face. Top chord may be notched 1.5" deep X 3.5" periodically factor for dead load is 2.00. al ong top edge. DO NOT OVERCUT. No knots or other I umber defects allowed within 12" of notches. Do not notch in overhang or heel panel. 4X5= .. P.! I i 6-5-5 10 7p i 1 : 10 ■ �� ■ ■ ■ ■ ■ ■ ■ ■ ■a18-0-0 / I 2X4(61) = 2X4(B1) _ R=172 PLF U=33 PLF W=14-6-0 L1-4-0J RL=16/-16 PLF -4-0J 4-0 L 7-3-0 ,i, 7-3-0 -J i14-6-0 Over Continuous Support Note: Al I 'PI ates Are 1. 5X4 Except As Shown. Design Cri t: I BC2015/TPI -2014(STD) , PROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. .' .5 'FSs,, OR/-/1/-/-/R/- Scale =. 3125"/Ft. Truss Components of Oregon (503)357-1118 `•WARN!NGI••READ AND FOLLOW ALL NOTES ONTHIS DRAWING! ON. O01NE. OZ TC LL 25.0 PSF REF R7175- 83683 825 N 4th Ave,Comelius OR 97113 .9 Ipa+TANr" FURNISH THIS DRAM NG TO ALL CONTRACTORS 1 NCLUDI NG THE INSTALLERS. Trusses regal re extreme care I n£abri cat ng, handl I ng, she ppi ng, 1 nstal I i ng and bract ng. Refer to and fel I ow 19575 7r TC DL 10.0 PSF DATE 07/13/17 the latest edition of BCSI (Building Component Safety Information, by TPI and YWCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwl se, /1 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cel I i ng. Locati ons shown for permanent I ateral estr int of webs shat I have bract ng i nstal I ed per RCS! �-. BC DL 7.0 PSF DRW CAUSR7175 17194008 A r, I�11 N , sections 03, B)oapplicable Apply plates to each face of truss antl puss tion as rht=above antl'm o 7 20 II t he ioint Odivlls,".,1%.:'noted otherwise. Refer to drawings iSOo-Z for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/GWH I Al pine, a di vi sI on of ITN Bui di ng Components Group Inc. sM1al not be responsi bl a for any tlevi ati on from thi s OREGON drawl ng, any failure to build the truss in conformance wl re ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Installation w bracing of trusses. TOT. LD. 42.0 PSF SEON- 124646 A seal on till s drawl ng or cover page I 1 stl ng the s drawl ng, I ndl Dates acceptance of profess)one1 engl neer'ng 9,Q c• TOT. 20,ice `'#' _ responsi bl Il ty solely for the design show,. The sal tab)lty and use of this drawing for any structure is the 8351 Rovana Circle response bell ty of the Bpi ding Designer per ANSI!MMI 1 Sec,2. OL W V DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 for moreisee on e thi s j os general notes page and these web sl tes� ALPINE: www.al al pineitw.corm TPI reoe ,inst.org; WTGA www sbcindustry coin. IGC www iccsafe ore Renews 6/30/2019 SPACING 24.0" JREF- 1W2G7175Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717071--PARR LUMBER-HILLSBORO -Rockwell F Windwood -- VERIFY VERIFY, OR - DGE) Top chord 2x4 HF #2 :T2 2x6 HF #2: 120 mph wind, 22.64 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wind TC DL=3.0 psf, wi nd BC Webs 2x3 HF #2 DL=0.6 psf. Truss designed to support 1-0-0 top chord outlookers and 5 PSF Wind loads and reactions based on MWFRS with additional C&C member cladding on one face In area (0) only, and 24" span on opposi te design. face. Top chord may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed Provide lateral wind bracing per ITWBCG wind bracing details or per within 12" of notches. Do not notch i n overhang or heel panel. engineer of record. 2X3 studs requi re rei nforcement at 70% of the See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind length tabulated for 2X4 studs of the same grade. bracing requirements. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad applied per IBC-15 section 1607. 4X5---- + X5= + Provide I ateral bracing for inset chord. Attach nai I er at edge of lower roof diaphragm, or use purlins at 24" oc. �� T 3X7 s s 10 9-11-13 I A4111111 1 10 / " r ® 18-0-0 3X5= 2X4(B1) = 3X5(B1) _ L 4-0 (�) II_ 14-0-12 �1,4 OJ f 15-9-0 -I- 7-3-0 I— 8-1-5 ,I, 3-4-11 J. 3-10-11 0 s 7-3-0 J I': 23-0-0 Over 2 Supports R=220 PLF U=42 PLF W=8-11-8 Note: All Plates Are 1.5X4 Except As Shown. • RL=27/-27 PLF R=1131 U=123 W=5.5" • Design Cri t: I BC2015/TPI -2014(STD) 0 pRp PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. �. •� FFSs,� OR/-/1/-/-/R/- Scale =. 25"/Ft. _ Truss Components of Oregon (503)357-2118 "WARNI NGI'*READ AND FOLLOW ALL NOTES ON THIS DRAWING! �9 G M F�.� Dy TC LL 25.0 PSF 825 N 4t Ave,Comelius OR97 13 •9MPORfAN" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE I NSTALLERS. v/ REF R7175 83684 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow 19575 the Iatest edition of BCSI <BuiIding Component Safety Information, by TPI and WTCA> for safety practices prior 9- TC DL 10.0 PSF DATE 07/13/17 to ng these runt,ons. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, / /! top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gi d eI I i ng Locati ons shown for permanent I ateral restraint of webs=hal I have brad ng I natal I ed per BCS1 / BC DL 7.0 PSF DRW CAUSR7175 17194018 ,4 r ' sections B3, B7 or B10, as applicable. Apply plates to each face of trussand position as shown above and on II L J O`� the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 07 /�� 7 BC LL I Al Pine, a di vision of ITW Building Components Group 1„n. shall not be responaible for any de„iat!n„from this OREGON 0.0 PSF CA-ENG BFR/GWH drawing, any failure to bul I the truss In conformance wl til ANSI/TPI 1, or for handling, shipping, 0 J AN ITWCOMPANV Iestauatin„,c bracing of recesses. V.WrW TOT. LD. 42.0 PSF SEAN- 124649 . A seal on this drawl ng or cover page I I stl ng this drawl ng, I nth cates acceptance of proressl anal engi newel ng 7�X90.20,19� responsl bill ty.1 el y for the deal go shown. The sol tabs I I ty and use of tills drawl ng for any structure I s the OC V 8351 RovaaaCircle renpo s'b"'Ty of The eu11a'ng Designer par ANSlflPI 1 s«.:. • W, DU R. FAC. 1. 1 5 FROM BB Sacramento,CA 95828 For more i b nfermatl on see this Jos general notes page and these web Siit : SPACING 24.0" ALPINE: w.aw.alpinel tw.coin: TPI: www.tpinst.org. WTCA: www.sbci ndustry.coo: ICC www.,ccsafe org Renews 8/30/2019 J REF- 1 W2G7 1 7 5 Z0 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717071--PARR LUMBER-HILLSBORO -Rockwell F Windwood -- VERIFY VERIFY, OR - DG) Bopt chord 2x6 DF-Lchord 2x4 HF 2SS 2 COMPLETE TRUSSES REQUIRED I t 2 Webs 2x4 HF Std/Stud :W3, W4, W6, W7 2x4 HF #2: Nail Schedul e:O.120"x3", min. nails :W5 2x4 HF #1&Bet. : Top Chord: 1 Row @12.00" o.c. :Rt Wedge 2x8 DF-L SS: Bot Chord: 2 Rows @ 2.50" o.c. (Each Row) Webs : 1 Row w 4" o.c. Special loads Use equal spacing between rows and stagger nails (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) i n each row to avoid splitting. TC- From 76 plf at 0.00 to 76 plf at 11.50 4" o.c. spacing of nails perpendicular and parallel to TC- From 76 plf at 11.50 to 76 plf at 23.00 grain required in area over bearings greater than 4" BC- From 7 pl f at 0.00 to 7 pl f at 23.00 BC- 1723.71 I b Conc. Load at 1.06, 3.06, 5.06, 7.06 Brg blocks:0.120"x3", mi n. nai I s 9.06,21.06 brg x-I oc #bl ocks I ength/bl k #nai I s/bl k wal I pl ate BC- 1708.22 I b Conc. Load at 11.06,13,06,15.06,17.06 1 0.000' 1 12" 5 Rigid Surface 19.06 Brg block to be same size and species as chord. Refer to drawing CNNAI LSP1014 for more information. 120 mph wind, 23.19 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=3.0 psf, wi nd BC DL=O.6 Wi nd I oads and reacti ons based on MWFRS. psf. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. 5X7(R) iii r�. 7- 6X6X8�� 4X, 8411xK 9-11-13 W6 ��L�1-i18-0-0 1 6X12(B9R) 3X10 III 4X8(R) III 8X8(R) III 4X8(R) III 6X12(B9R) H0508= 3X10 III H-4-2-3 + 3-7-14--3-7-14--3-7-14 3-7-14-+<4-2-3-H L 11-6-0 11-6-0 J i< 23-0-0 Over 2 Supports R=10774 U=2095 W=5.5" R=10019 U=1952 W=5.5" Design Crit: IBC2015/TPI -2014(STD) PR PLT TYP. 20 Gauge HS,Wave FT/RT=28/8(0%)/4(0) 16.01. 0• .+ - 4' OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 ...WARNING!*•READ AND FOLLOW ALL NOTES ON TRIS DRAIN NG! �1N G E TC LL 25 41 �O REF R7175- 83685 825 N 4th Ave,Cornelius OR 97113 ^I NPORTANT•• FURNISH THIS DRAWI NG TO ALL CONTRACTORS INCLUDING THE I NSTALLERS. 0 tl` Z .0 PSF Trusses regui re extreme care I n fabrl cati ng, handl I ng, shl pig ng, I nstal I I ng and bract ng. Refer to and fol I ow V 19575 T' the latest edition of BCSI (Building Component Safety Information, by TPI and ATCA) for safety practices prior TC DL 1 0.0 PSF to performing these Functions. Installers shall provide temporary bracing per aCSI. Unless noted otherwise, r' , DATE 07/13/17 PPAdiihbh top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gid cci I I ng. Locatl ons shown for permanent I ateral restraint of webs shat I have braci ng instal I ed per BCSI �S BC DL 7.0 PSF DRW CAUSR7175 17194019 rtI 1 O` I 1 sections B3. B)or 1310. as appl icabl e. Apply plates to each face of truss and position as shown above and on ^� ^� All L J I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate pos tions. 2� / BC LL ' Alpinea di vi sl on of ITN Building Components Group Inc. shall not be responsible For any deviation from this OREGON 0.0 PSF CA-ENG BFR/GWH drawl ng, any failure to build the truss in conformance with ANSI/TPI 1, or For handling, shipping, AN ITWCOMR4NY Installatlnn M1 bracing of trusses. V �, TOT. LD. 42.0 PSF HON- 124657 • A seal on ml s drawl ng or cover page I I stl ng this drawl ng, I ndl orates acceptance of professl oral engl natal ng 1. ,4,1 20 498 G esponslbll lty solely for the design sham. The sul tab!Ity and use of thi drawl ng for any structure Is the Ir V 8351 Rovana Circle responslbillty oT the Building Designer par ANSI/TPI ,sec.z. OLD w �► OUR. FAC. 1. 15 FROM BB Sacramento,CA95s2a For moreloa nfnrtien vee this Jnb's general notese page and these web sit : SPACING 24.0" JREF- 1W2G7175ZO1 ALPINE: www.al pi nel tw.twos TPI: wwwtpi nst.org; WTCA: www.sbci ntlustry.toms ICC www.,ccsafe.org Renews 6/30/2019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717071--PARR LUMBER-HILLSBORO -Rockwell F Windwood -- VERIFY VERIFY, OR - FGE) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wind TC DL=3.0 psf, wi nd BC Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: DL=0.6 psf. • Truss designed to support 1-0-0 top chord outlooker span and Wind loads and reactions based on MWFRS with additional C&C member cladding load not to exceed 5 PSF one face, and 24" span design. opposite face. Top chord may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other I umber defects Provide I ateral wi nd bracing per ITWBCG wi nd bracing details or per allowed within 12" of notches. Do not notch in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. (S) Add 2x4 x 6-0-0 HF #2 scab to be attached to one face of top chord wi th 10d (0.128"X3.0") nai I s at 6" o.c. Top edge of scab should be 1.5" below the existing top edge R=134 U=69 of the top chord. `" ♦♦ � 0 12-5-8 1. 5X4 III i���� \ 1.5X4111 .. ♦♦♦ 3-9-5r0. (S) 0110.-lam 1. 5X4 111 0 "Id di '� 0900 1. 5X4 111 1. 5X4 III 2X4(A1) 3X5 III 1<-1-6-0-->J F 4-0-0 H 4-1-41"12 -rr Fc 8-3-0 Over 3 Supports R=340 U=96 W=5.5" R=414 U=201 RL=173 Design Cri t: 1 BC2015/TPI -2014(STD) 0 PROF PLT TYP. Wave FT/RT=2°/B(0%)/4(0) 16.01. 00 .+ �,9„., OR/-/1/-/-/R/ Scale =. 5"/Ft. Truss Components of Oregon (503)357-'.118 ••WARNI NGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! 5 aG 1 N F(. OZ REF R7175- 83686 825 N 4th Ave,Cornelius OR 97113 ••I wpoRTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLIAI NG THE INSTALLERS. TC LL 25.0 PSF Trusses requi re extreme care i n fabrl cat!ng, handl i ng, shl ppi ng, I nstal I I ng and bract ng. Refer to and fol I ow 19575 TC DL 10.0 PSF DATE 07/13/17 the I atcst edi Li on of BCSI (But I ding Component Safety Information, by TPI and AICA) for safety practices prl or t to Performing these functions. l nstall ars shall Provide temporary bracing per BCSI. Unless noted otherwise. top chord shat I have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cei I i ng. Locati ons shown for permanent I ateral restraint of webs shat I have bract ng I neral I ed per BCSI 4- BC DL 7.0 PSF DRW CAUSR7175 17194010 A^ �� sections B3, 87 or B10, as applicable Apply plates to each face of truss and position as shown above and on II L=0 I the Joint Details, unless noted otherwise. Refer to drawings 16DA-Z for standard plate positipns 07 /20 7 BC LL 0.0 PSF CA-ENG BFR/GWH I ' Alpine, a division of ITW eurg Components Group Inc. shall no[be responsible For deviation from this a"s OREGON drawing, any failure to bulid the truss in conformance with Ansi 1, or for handling, hipping, AN ITW COMPANY i neral I at on s bracing of tresses. +n „ v TOT. LD. 42.0 PSF SEON- 124675 . A seal on this drawl ng or Rover page I I st!ng thI s drawl ng, I ndl elites acceptance of professional engl neerl ng 7 °n.20,199 :� _ responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the -1-01. O �� OUR. FAC. 1. 1 5 FROM BB 8351 Rovoea Circle responsl bill ty of the Rul 1 ding Desl goer per ANSI/TPI 1 Sec.2. `D`.1 Sacramento,CA 95828 For more information see this jobs general notes page and these web sl tee: •• SPACI NG 24.0" JREF- 1W2G7175ZO1 ALPINE: wwwal pi nai tw.corn; TPI: www.tpl net.org; wrCA: www.sbci ndustry.com; ICC'. www.,ccsafe.org Renews 6/90/2019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717071--PARR LUMBER-HILLSBORO -Rockwell F Windwood -- VERIFY VERIFY, OR - F) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind Ioads and reactions based on MWFRS with additional C&C member load applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. R=120 U=21 1 +12-5-8 1. 5X4 III 5 91 3-9-5 I 3X5 III 2X4(A1) Lc-1-6-0—>J 4-1-4 17 8-3-0 Over 3 Supports >1 R=311 U=25 W=5.5" R=354 U=66 RL=67 Design Cri t: I BC2015/TPI -2014(STD) ED PROFF PLT TYP. Wave FT/RT=2/D(0%)/4(0) 16.01. 0. f9� `SS OR/-/1/-/-/R/- Scale =. 5“/Ft. B 0 TmssComponents ofOregon (503)357-2118 "WARNING!•• READ AND FOLLOW ALL NDTES ON THIS DRAWING! 1%6) 2 REF R7175- 83687 825 N 4th Ave,Comelius OR 97113 '•IIWORTANT” FURNISH 7X15 DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. L7 /� TC LL 25.0 PSF Trusses regui re extreme care I n fabri call ng, handl I ng, shi ppi ng, 1 nstal I I ng and brad ng. Refer to and fol I ow 19575 'P the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices priorTC DL 1 0.0 PSF DATE 07/13/17 „ to performing these functions. Installers shall provide temporary bracing per BCS). Ur nless noted othewise, 1 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cei I i ng. Locatl ons shown for permanent I ateral restrai nt of webs shat I have braci ng i nstal I ed per BCSI /- - BC DL 7.0 PSF DRW CAUSR71 75 17194011 r, Pi1 sections B3, B)or 810, as applicable. Apply plates to each face u£truss and position as shown above antl on I ' the Joe nt Petal I s, unless noted otherwise. Refer to drawings 160A,for standard plate positions. 07 �20 7 II BC LL I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this 0OREGON 0.0 PSF CA-ENG BFR/GWH drawl ng, anyfall ore to bus I the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMR4NY nstal atlnn h bracing of trusses. .9 t'en.20 194b :� TOT. LD. 42.0 PSF SEQN- 124662 • A seal on thl s drawl no or cover pops I I st1 n9 thl s drawl no, I nal cotes acceptance of professional en91 Merl ng reopens)bl I I ty sol el y for the des)gn 01,00,0. The sui[obi I 1 ty and use of thl s drawl ng for any structure I s the 8351 Rovana Circle responelblllty of the Wulitll59 Deslgeer per ANSI/TPI t See.2. O�O W. DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more informatl on see this jobs general notes page and these web si tis: SPACI NG 24.0" JREF- 1W2G7175Z01 ALPINE: www.al pi mel t0,can: TPI: www.tpi nst.org WTCA: www.sbci ndustry.com. ICC: www.I ccsafe.org Renews 6/30/2019 (0717071--PARR LUMBER—HI LLSBORO —Rockwell F Windwood -- VERIFY VERIFY, OR — Fl) THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wi nd I oads and reactions based on MWFRS wi th additional C&C member I oad applied per IBC-15 section 1607. desi gn. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor Ri ght end vertical not exposed to wi nd pressure. for dead load is 2.00. 1.5X4 III 6 I 11, 2-11-5 2-1-5 i uiI ® 9-0-0 / 3X7 III 2X4(A1) 1<-1-6-0-->i L<---2-0-0--->i 4-1-41 12 H 4-3-0 Over 2 Supports-H R=290 U=27 W=5.5" RL=53 R=340 U=61 Design Cri t: I BC2015/TPI -2014(STD) EO PROP PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. •. �e `S..'04_ �O OR/-/1/-/-/R/- Scale =. 5"/Ft. - Truss Components of Oregon (503)357-2118 •"WARN!NGI••READ AND FOLLOW ALL NOTES OR THIS DRAW!NGI Uig aC `E� y TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ••INRORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175- 83688 Trusses regul re extreme care i n fabri catl ng, handl 1 ng, shi ppi ng, I nstal Hng and bracing. Refer to and fol I ow 19575 If the Iatest edition of BCS1 (Building Component Safety Informatinn, by Tel and WTCA) for safety practices prior r TC DL 10.0 PSF DATE 07/13/17 to Performing[hese functions. Instal lers shall Provide temporary bracing per SCSI. Unl essnotetl otherwise, 1 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached n 4- . 141164, ri gid ceiling. Locati ons shown for permanent lateral restrai nt of webs shall have bract ng i stalled per BCS1 BC DL 7.0 PSF DRW CAUSR7175 17194012 m II L J07 ,4 O`� I sect)ons B3, B/or 810, as applicable. Apply plates to each face of truss and position as shown above and on /20 7 1 the Jai nt Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate post ti ons. I Alpine a division of ITN BuiIdirmComponents Group Inc. ,hall not be responsible for any deviation from this 0 OREGON BC LL 0.0 PSF CA-ENG BFR/GWH drawing, any failure to but I the truss in conformance with ANSI/TPI 1, or for handl ing, shipping, AN ITW COMPANY i nstal I au on x bran ng of trusses. �/ A seal on this drawl no or cover page estilq this drawl Indlcotes acceptance ori `I' •zG 199 y TOT. LD. 42.0 PSF SEAN- 124667 �� professional antl newel ng 4)0L" O responsi bill ty solely for the design shown. The sul tab) Ity and use of this drawl ng for any structure Is the / O 8351 Rovana Circle rsp«slbnity of the euuaing Oaslgner per ANSI/TN 1 see.z. ` W.N OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nformmeiti on see thl s i ob•s general notes page and these web sites: ALPINE: www.al pineitw.com. TPI: www.tpinst.org; NTCAA: www.shci ndustry cool. ICC: www.Iccsafe org Renews6/30/2019 SPACI NG 24.0" J REF- 1 W2G7 1 7 5Z0 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717071--PARR LUMBER-HI LLSBORO -Rockwell F Windwood -- VERIFY VERIFY, OR - F2) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wind I oads and reacti ons based on MWFRS with additional C&C member load applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 2.00. 1. 5X4 III i 5 2-1-5 o �, 9-0-0 Ilal 1.5X4 III 2X4(A1) 1-<-1-6-0� 4-1-4 �z I< 4-3-0 Over 2 Supports— R=327 U=39 W=5.5" RL=39 R=151 U=29 Design Cri t: I BC2015/TPI -2014(STD) EO PROP PLT TYP. Wave FT/RT=28/D 0% /4 0 16.01. 0. FS' - Truss Components of Oregon (503)357-2118 ••WARM NGI"READ AND FOLLOW ALL NOTES ON THI SDRAM I ( ) 6. �, p1%eE SAO TCORLL/1/ 25 0/PSF Scale =. 5"/Ft. 825 N 4th Ave,Comelius OR 97113 II�oRrAxr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 �I' 2 REF R7175— 83689 Trusses regulre extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and fallow the latest edition of BCSI (Building Component Safety Informatl on, by TPI and WTCA) for safety pract,ccs prior t 5, TC DL 10.0 PSF DATE 07/13/17 to performing these functions. Installers shall pro,de temporary bracing per BCSI. Unless noted otherwise, Adli top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cei I i ng. Locati ons shown for permanent I ateral eachi nt of webs shat I have braci ng Instal lea per BCSI 4-.% BC DL 7.0 PSF DRW CAUSR7175 17194013 3/20,4 NI to sect,ons B3, 07 or B10, as applicable. Apply plates to face of truss and position as shown above and on I the Joint Details, unless noted otherwise. terer to drawings icon-Z for standard late tions. 07 OREGON AI pl ne, a di vi si on of Tw Building Components Group,nc. sha,l not be respond bl a for any deviation from thi s OREGON BC LL 0.0 PSF CA-ENG BFR/GWH drawing, any fal l ure to build the truss in conformance with ANSI/TPI 1, or for hand,I ng, shl ppi ng, GI AN 11-W COMPANY Instal,aunn R bracing of tresses. it `on 20,1941%40' TOT. LD. 42.0 PSF SEQN- 124669 . A seal on thl s drawl ng or cover pegs I I stl ng thi s drawl ng, 1 IMI utas acceptance of professional en91 Merl ng R responslbl IIty solely for the design shown. The sultab)IIty and use of this drawing for any structure Is the 0`D W• OUR. FAC. 1. 1 5 FROM BB 8351 Roxana Circle reuponsl bl I I ty or the Elul I dl ng Des'pner per ANSI/TPI 1 See.z. Sacramento,CA 95828 For morei5 b nformati on e this jos general notes page and these web sites: ALPINE: www.al pi neltw.corn: TPI:warm tpi net.org: WTCA: www.sbci ndustry.com. I CC: www,ccsafe.org Renews 6/30/2019 SPACING 24.0" JREF- 1W2G7175Z01 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717071--PARR LUMBER-HILLSBORO -Rockwell F Windwood -- VERIFY VERIFY, OR - F2GE) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC Webs 2x3 HF #2 DL=0.6 psf. Truss designed to support 1-6-0 top chord outlooker span and Wind loads and reactions based on MWFRS with additional C&C member cladding load not to exceed 5 PSF one face, and 24" span design. opposite face. Top chord may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects Right end vertical not exposed to wind pressure. allowed within 12" of notches. Do not notch i n overhang or heel panel . See DWGS S12015ENC100815 & GBLLETIN1014 for gable wind bracing Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng detai I s or per requi rements. engi neer of record. 2X3 studs require rei nforcement at 70% of the I ength tabul ated for 2X4 studs of the same grade. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor for dead Ioad i s 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. 1. 5X4 III 1. 5X4 III 1. 5X4 III iiiilI -Aillidli2-1-5 erillIMMI g 9-0-0 1 Illel 110- 1 1.5X4 M 1. 5X4 M 2X4(A1) 1.5X4 III L_1-6-0—>l H 4-3-0 Over 2 Supports—w R=503 U=280 W=5.5" RL=194/-21 R=229 U=155 Design Cri t: I BC2015/TPI -2014(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. 04 ®'j �FF.Q- OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARNI NGI`u READ AND FOLLOW ALL NOTES ON TRIS DRAM RGI (, %N 'SY/ 825 N 4th Ave,Cornelius OR 97113 ••IWPoETANr•• FURNISH THIS DRAVANG TO ALL CONTRACTORS INCLLOING THE INSTALLERS. %,‘GINE. , O TC LL 25.0 PSF REF R7175- 83690 Trusses regui re extreme care i n fabrl tact ng, handling, shi ppl ng, i nstal I I ng and bracing. Refer to a.fol I ow 19575 y TC DL 10.0 PSF DATE 07/13/17 the latest edi LI on of BCSI (Building Component Safety Information, by TPI and WrCA) for safety practices prior to performing these functions. Installers shall provide temporary bract ng per BCSI. hell ess noted otherwise, • c 1 ,411114 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cel I i ng. Loeati ons shown for permanent I ateral restrai nt of webs shat I have bran ng i nstal I ed per BCSI .- / BC DL 7.0 PSF DRW CAUSR7175 17194014 ,4 L��� se tions B3 BJ or 810 as aopplicable Apply plates to each face of trusstantl posi ti on as shown above and on �- I the Joint Details unless n ed othe rwl se. Refer es drawings ace of fors andard plate positions. O.7 /ZO 7 I ' AI Ice, a division of ITW euildi p esponsible for any tlevlation from this BC LL 0.0 PSF CA-ENG BFR/GWH p ng Components crou Ina shall not be r drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping. OREGON AN mw COMPANY Incarnation B bracing of trusses ./ TOT. LD. 42.0 PSF SEAN- 124672 . A seal on tills drawl ng or cover paps I 1 stl ng thl s drawl ngI ndl cartes acceptance of professions! engl neer)no '9 'men.20 199 y responsi Dl l i ty sol el y for the des)gn slow,. The sul tebl l I ty and use of this drawl ng for any structure I s the 835!Rovana Circle reapansl bill Ty of the Bolltllap Das)Oiler per ANSI/TPI 1 see.2. RptO 16" OUR. FAC. 1. 15 FROM BB ' e Sacramento,CA 95828 For more nformati on see this job's general notes page and these web sit : SPACING 24.0" JREF- 1W2G7175Z01 ALPINE: www.al pi nelm; tw.�oTPI: wow.tpi nst.org: WTCA: www.sbci ndustry.corn, ICC: www.i cesefe.org wenauwaronnn,Q Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or: 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) lx4 'L" Brace x (1) 2x4 'L' Brace w (2) 2x4 'L' Brace ww (1) 2x6 'L' Brace A C2) 2x6 "L' Brace ■x Bracing Group Species and Grades: Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: S #1 / #2Spruce-Pine-Fir Hem-Fir P 4' 7 7' 10' 8' 1" 9' 3' 9' 7" 11' 0' 11' S' 14' 0" 14' 0' 14' 0" 14' 0' #1 / #2 Standard #2 Stud I #3 4' 4' 7' 2' 7' 8' 9' 1' 9' S" 10' 10' 11' 4' 14' 0" 14' 0" 14' 0' 14' 0' #3 Stud #3 Standard U —F Stud 4' 4' 7' 2" 7' 7' 9' 1' 9' 5" 10' 10' 11' 4' 14' 0" 14' 0" 14' 0' 14' 0' Q Standard 4' 4' 6' 2" 6' 7" 8' 2" 8' 9' 10' 10" 11' 4° 12' 10" 13' 9" 14' 0" 14' 0' Douglas Fir-Larch Southern Pinexwx CU #1 4' 10" 7' 11° 8' 2' 9' 4' 9' 8" 11' 1" 11' 6' 14' 0" 14' 0" 14' 0" 14' 0' #3 #3 --J Stud Stud #2 4' 7' 7' 10' 8' 1" 9' 3" 9' 7' 11' 0" 11' S" 14' 0" 14' 0" 14' 0' 14' 0' Standard Standard #3 4' 6' 6' 6" 6' 11" 8' 7" 9' 2" 10' 11° 11' 4' 13' 6' 14' 0" 14' 0' 14' 0" ' cu D F L Stud 4' 6" 6' 6" 6' 11' 8' 7" 9' 2" 10' 11" 11' 4" 13' 6' 14' 0' 14' 0' 14' 0" U Standard 4' 4' 5' 9" 6' 1" 7' 7" 8' 2' 10' 4' 11' 1" 11' 11' 12' 10" 14' 0" 14' 0' Group B. _ SPF #1 / #2 5' 3" 8' 11° 9' 3" 10' 7' 11' 0' 12' 7" 13' 1" 14' 0' 14' 0" 14' 0" 14' 0° Hem-Fir - r #3 5' 0' 8' 10' 9' 3' 10' 5" 10' 10' 12' 5" 12' 11' 14' 0" 14' 0° 14' 0' 14' 0" #1 & Btr U I ip Stud 5' 0' 8' 9" 9' 2' 10' 5' 10' 10' 12' 5" 12' 11" 14' 0' 14' 0" 14' 0' 14' 0" #1 1 CU Q I Standard 5' 0" 7' 6" 8' 0' 10' 1" 10' 9" 12' 5' 12' 11" 14' 0" 14' 0' 14' 0" 14' 0' Douglas Fir-Larch Southern Pine**o #1 5' 6" 9' 1" 9' 5° 10' 8" 11' 1" 12' 8' 13' 2° 14' 0" 14' 0" 14' 0" 14' 0' #1 #1 S #2 5' 3' 8' 11" 9' 3° 10' 7" 11' 0" 12' 7" 13' 1" 14' 0" 14' 0" 14' 0° 14' 0° #2 #2 #3 5' 1" 7' 11' 8' 5° 10' 6' 10' 11° 12' 6' 13' 0' 14' 0' 14' 0" 14' 0" 14' 0" DF L Stud 5' 0" 7' 11" 8' 5" 10' 6' 10' 11" 12' 6" 13' 0° 14' 0' 14' 0" 14' 0" 14' 0" 1x4 Braces shall be SIRE (Stress-Rated Board). ***For lx4 So. Pine use only Industrial 55 or Ind Standard 5' 0" 7' 0" 7' 5' 9' 4' 10' 0" 12' 5' 12' 11° 14' 0" 14' 0° 14' 0" 14' 0' Industrial 45 Stress-Rated Boards. Group B SPF #1 / #2 5' 9' 9' 10" 10' 2" 11' 7" 12' 1" 12' 7" 14' 0' 14' 0" 14' 0" 14' 0' 14' 0' values may be used with these grades. d r #3 5' 6' 9' 8" 10' 1" 11' 6" 11' 11' 13' 8" 14' 0' 14' 0' 14' 0" 14' 0' 14' 0" Gable Truss Detail Notes, LD U _p- Stud 5' 6" 9' 8" 10' 1' 11' 6' 11' 11' 13' 8' 14' 0" 14' 0' 14' 0" 14' 0' 14' 0' Wind Load deflection criterion is L/240. Standard 5' 6" 8' 8' 9' 3" 11' 6' 11' 11' 13' 8' 14' 0" 14' 0" 14' 0" 14' 0" 14' 0' 6 Provide uplifturingconnections for 70 ad over x #1 6' 0" 10' 0' 10' 4' 11' 9' 12' 2' 14' 0" 14' 0" 14' 0" 14' 0" 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). 0 a SP #2 5' 9" 9' 10" 10' 2' 11' 7" 12' 1' 13' 10" 14' 0' 14' 0' 14' 0" 14' 0" 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 8' 9' 2' 9' 9' 11' 6' 12' 0' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. DLL Stud 5' 8" 9' 2" 9' 9" 11' 6° 12' 0" 13' 9' 14' 0' 14' 0" 14' 0" 14' 0" 14' 0' Standard 5' 6' 8' 1' 8' 7" 10' 9' 11' 6" 13' 8" 14' 0" 14' 0" 14' 0" 14' 0' 14' 0° Symm r Attach 'L' braces with 10d (0.128'x30' min) nails. / '1, About it 1 f'Gable Truss I 0 X For (1) 'L' brace space nails at 2' o.c �;`� In 18' end zones and 4' o.c. between zones. Diagonal brace option XXFor (2) "L' braces, space nails at 3" o.c. x: vertical length may be j T- T 0 In 18' end zones and 6' ao between zones, doubled when diagonal 18" � � . "L" brncing must be n mmum of 80% of web • brace is used. Connect ` 4: member length. diagonal brace for 385# "L" at each end. Max web total length Is 14'. Brad �,� Gable Vertical Plate Sizes Vertical Length No Splice 2x4 DF-L #2 or Less than 4' 0' 1X4 or 2X3 better diagonal — Greater than 4' 0", but brace: sin l 2X4 Vertical length shown 9 e I less than 11' 6' + 0 Greater than 11' 6' 3X in table above, 45 or double cut 18" y( � • ' (as shown) at _ / 0 + Refer to common truss design for upper end, 0 G 0 0 0 gi ' ' 2 peak, splice, and heel plates. Connect diagonal at / / / / �ontlnuous BecringMIIr / Refer to the Building Designer for conditions midpoint of vertical web. Refer to chart above for ��• .aQA�SQe Pve� r rrg'h, not addressed by this detail. wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! vv__ OOIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. G`) aG1NF' s'QZ REE ASCE7-10-GAB12030 Trusses require extreme care in fabricating, handling, shipping,installing and bracing. Refer to and 19575 4, 17 DATE 10/01/14 follow the latest edition of BCSI(Building Component Safety Information, by TPI and SBCA) for safety i r practices prior to performing these functions. Installers shall provide temporary bracing per HCSI. /I Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord DRWG A12030ENC101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral testtolnt of webs ..:2- �J I0-1\ FI shall have bracing installed per BCSI sections Det as applicable Apply plates to each face �- ---- 1- \\\V\JI of truss and position ns shown above and on -V,.%,°;Detnlls,unless Hated otherwise. 07 3/20 7 NI Refer to drawings 160A-Z for standard plate positions, Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from AN ITW COMPANY N DS this drawing, 0 y failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, Of"w° '• -4 MAX, TUT, L 60 PSF Installation&bracing of trusses. �/ A seal an this drawing orv o er page listing this drawing,Indicates acceptanceof professional 7A fA•20 i9 G engineering responsibility solelybil for the design shown. The suitability and use of his drawing -F W.WV 13389 Lakefront Drive For any structure Is the responsibility of the Building Designer per c ANSI/TPI 1 Set. OC Earth City,MO 63045 Form re information see this job's general notes page and these web sites: r- ALPINE: www.alpineitwcoml TPliwww.tpinst.orgl SBCA: www.sbcindustry.orgl ICC: www.iccsafe.org Rwaw,.u1i19111'1111R MAX. SPACING 240" Gable DetalL ('I For Let-In Verticals Gable Truss Plate Sizes A6aut4 O Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. K . :,, ,, +ORefer to Engineered truss design for peak, splice, web, and heel plates. O ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. P © © vGeable tical O 2X4 Length Example: ill fil 2X4 Pi d 2X8 "is kl.ifoisfolitilliiiito "T' Reinforcement Attachment Detail "T' Reinforcing 'T' Reinforcing Member Member © O Toe-nail - ❑r - x End-nail me in iii,.._ u Oa To convert from "L' to 'T" reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply 'T" increase by length (based on appropriate Alpine gable detail). Attach each "T" reinforcing member with End Driven Nails Maximum allowable "T' reinforced gable vertical 10d Common (0.148'x 3.',min) Nails at 4" o.c, plus length is 14' from top to bottom chord, (4) nails in the top and bottom chords. 'T" reinforcing member material must match size, specie, and grade of the 'L" reinforcing member, Rigid Sheathing Toenailed Nails: 10d Common (0148"x3',min) Toenails at 4" o.c. plus Web Length Increase w/ "T" Brace g 4 Nails 1 1 (4) toenails in the top and bottom chords. 'T" Reinf. 'T" This detail to be used with the appropriate Alpine gable detail for ASCE Mbr� Size Increase Reinforcing wind toad. Member 2x4 30 ASCE 7-05 Gable Detail Drawings Example: 2x6 20 A13015051014, A12015051014, 411015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nails 413030051014, 412030051014, 411030051014, 410030051014, 414030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24"o�c SP #3 4' ac' A11515ENC101014, A12015ENC101014, A1401SENC101014, A16015ENC1D1014, 'T" Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, "T' Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 "L" Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 Maximum "T" Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2" See appropriate Alpine gable detail for maximum unreinforced gable vertical length. v4 Nails moall Ceiling ikEpPROP �,1 �GiNF�' �9Z .wWURNISHI.. READ AND FOLLOW ALL NOTES ON THIS DING THE REQ LET—IN VERT ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 'D Trusses require extreme care in fabricating,handling shipping, installing and bracing. Refer to and ArDATE IO�OI�I4 follow the latest edition of SCSI (Building Component Safety Information,by TPI and SUCH) for safety /1 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord all / shall have properly attached rigid ceiling. Locations shown for permonent lateral restrain{ f webs 07 /20 7 DR WG GBL_LE TIN 1014 „alikh /—�LJI �)=L�Ni.i11 shalt have bracing Installed per BCSI sections B3,B7 or B10,as applicable. Apply plates to each face //J J I of truss and position as shown above and on the Joint Details, unless noted otherwise. OREGON Refer to drawings 1604-Z for standard plate positions. a7,�13/17 of AN 17WCOMPANY thslpine, a drawing,IanynfailureWtoubuild the truss uss inonents Group Inc.conformanceall rot be wiith ANSI/TPI responsible1, orforohandling,esiation hippingfram en-20.19 installation a bracing of trusoe ��to W•�� MAX. TNT LD. 60 PSF A seal an this drawing orcover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and CV r use of this drawing IR. FAC. ANY 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. L For more Information s e thisgeneral page and these web sites: Renews 6l30Y1019 Earth City,MO 63045 ALPINE: www�alpineltwcomi IPI, www,tpinst org SBCR wwwsbclndustr y.arg, ICC. wwwlasafe.arg MAX, SPACING 24 0" ASCE 710: 120 mph, 30' Mean Height, Close°, Exposure C Common Resi°ential Cable End Wind Bracing Requirements - Stif -Peners 120 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 100 mph, 30ft Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30Ft, Mean Hgt, ASCE 7-10, Part. Enclosed, Exp C, H Greater than 4'6" to 7'6" in length Kzt = LOU, Wind TC DL=5,0 psf, Wind BC DL=5.0 psf provide a 2x6 stiffback at mid-height and brace stiffback to roof diaphragm every 6'0" (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top: Continuous roof sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof diaphragm every 4'0" (see detail below or For lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail, X Optional 2x L-reinforcement attached Nails: 10d box or gun (0,128"x3",min) nails. to stiffback with 10d box or gun (0128" x 3", min ) nails 8 6" o,c. 1 I X i1 )( � I1 I 111 11 I1 2X4 Blocking nailed to Sp . 45° sheathing and 124Tymo.xeach truss iiiit, v H riTh...il. ii III II iii iii 2X4 DF-L #2 H/2 or better diagonal brace. Attach each end >K For 560#, III '' 11 I I4- x y ui I I LI ■1. ■ ,til` 1=1111.1.Malli_. EN ontinuous Bearing — 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box or gun (0.123" X 3", min.) nails. ��K(�OPROp,,, wwWARNINGiww READ AND FOLLOW ALL NOTES ON THIS DRAWING! `GINE Sc,."O wwINPORTANTw•FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. U/ [� �(/ y REF GE WHALER Trusses require extreme care in fabricating,handling, shipping, installing and bracing. Refer to and - 19575 -r DATE follow the latest edition of HCSI (Building Component Safety Information, by TPI and SBCA) for safety 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. /1 Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord DRWG GABRST101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restGoint of webs 'I % �LI -ii shall have bracing Installed per HCSI sections B3, B7 or B10, as applicable. Apply plates to each face 0,� 3/20 7 \\��� of truss and position as shown above and on the Joint Details, unless noted otherwise. NI Refer to drawings 160A-Z for standard plate positions. OC�wN' Alpine,a division of ITW Building Components Group Inc. shall not be responsible for deviation from gpY''� AN ITW COMPANY this drawing, y failure to builtl the truss In conformance with ANSI/TPI 1, or for handling, shipping, v Installation &bracing of trusse w9A 'on,20,19��`y MAX. TOT. LD, 60 PSF A seal an this drawing orcover page listing this drawing,Indicates acceptance of professional -rO`D W forgineeringtructure isilithesolely for the design shown. The suitability and use of this drawing 13389 Lakefront Drive any s responsibility of the Building Designer per ANSI/TPI 1 Seca Earth City,MO 63045 Far more information see this job's general nates page and these web sites: Renawa 613012019 ALPINE: www.alpineitw.coml TPI www.tpinst.orgi SBCA: www.sbcindustry,orgl ICG www.lccsafe.arg MAX, SPACING 1 CLR Rein � orcing ve -Yber SykDs , i LL, Liol T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf. Is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired. L-Reinf, ,. ,` Apply to either side of web narrow face. ,, Attach with 10,1 (0.128"x3,0",min) nails , at 6" o.c. Reinforcing member is , Notes member Legweb length. 1 This detail is only applicable for changing the specified CLR ,,, shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement Apr / Alternative reinforcement specified in chart below may be conservative, -. For minimum alternative reinforcement, re-run design with appropriate M X reinforcement type. T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement Scab Reinforcement Size Restraint T- or L- Reinf, Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face, - Attach with 106 (0.128"x3,0",min) nails Al 2x6 1 row 2x4 1-2x6 at 6" c.c. Reinforcing member is a 2x6 2 rows 2x6 2-2x4(10 minimum 807, of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6()1() Scab Reinf. T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. (10 Center scab on wide face of web. Apply (1) scab to each I face of web. NIM ���EO PROFESS �o NpINC i• :wWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI U/ /p TC LL PSF REF CLR S u b s t, wwIMPDRTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 Trusses require extreme care in fabricating,handling, shipping, Installing and bracing. Refer to and TC DL PSE DATE 10/01/14 follow the latest edition of BCSI (Building Component Safety Information, by TEl analSBGA) for safety I practices prior to performing these functions. Installers shall provide temporary bracing per BCSI Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord /' % BC DL PSF DRWG BRCLBSUB1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs�FI F��� shall have bracing installed per SCSI sections 03, B7 or 010, as applicable. Apply plates to each face 07 3/20 7 K' g ) gg of truss and position as shown above and on the joint Details, unless noted otherwise. {p� (x� BC LL PSF L J Refer to drawings 160A-0 for standard plate positions, 'gRE�VN AN TW COMPANY Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from �7/8 �/ this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, 7A .II.20,WI * TOT. LD, FSE in t s ation & bracing of or -rOt 0 W.N A seal an this drawing a cover page listing this drawing.indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing D R FAC C 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. L V Fi 1. Earth City,MO 63045 For more Information see this job's general notes page and these web sites. Renews 6!30/2019 • ALPINE. www.alpineitw.conl TPI ewww. tpinstorgi SECA, wwwsbclndustry.org,ICG www,lccsafe.org SPACING BEARING BLOCK NAIL SPACING DETAIL MAXIMUM NUMBER OF NAIL LINES PARALLEL TO GRAIN CHORD SIZE MINIMUM SPACING FOR SINGLE BEARING BLOCK IS SHOWN. DOUBLE NAIL SPACINGS AND STAGGER NAIL TYPE 2X4 2X6 2X8 2X10 2X12 NAILING FOR TWO BLOCKS. GREATER SPACING MAY BE REQUIRED TO AVOID SPLITTING. 8d BOX (0.113"X 2.5",MIN) 3 6 9 12 15 A - EDGE DISTANCE AND SPACING BETWEEN STAGGERED ROWS OF NAILS (6 NAIL DIAMETERS) 10d BOX (0.128"X 3.",MIN) 3 5 7 10 12 B - SPACING OF NAILS IN A ROW (12 NAIL DIAMETERS) C - END DISTANCE (15 NAIL DIAMETERS) 12d BOX (0.128"X 3.25",MIN) 3 5 7 10 12 16d BOX (0.135"X 3.5",MIN) 3 5 7 10 12 IF NAIL HOLES ARE PREBORED, SOME SPACING MAY BE REDUCED BY THE AMOUNTS GIVEN BELOW: 20d BOX • SPACING MAY BE REDUCED BY 50% (0.148"X 4.",MIN) 2 4 5 6 8 ••SPACING MAY BE REDUCED BY 33% 8d COMMON (0.131"X 2.5",MIN) 3 5 7 10 12 BEARING BLOCK TO BE SAME SIZE AND SPECIES AS BOTTOM lOd COMMON (0.148"X 3.",MIN) 2 4 6 8 10 CHORD. BLOCKS MAY BE ANY GRADE WITHIN THE SPECIES, 12d COMMON (0.148"X 3.25",MIN) 2 4 6 8 10 PROVIDED THE COMPRESSION PERPENDICULAR TO GRAIN VALUE (Fc perp) IS AT LEAST THAT OF THE CHORD. 16d COMMON (0.162"X 3.5",MIN) 2 4 6 8 10 GUN (0.120"X 2.5",MIN) 3 6 8 11 14 GUN (0.131"X 2.5",MIN) 3 5 7 10 12 GUN (0.120"X 3.",MIN) 3 6 8 11 14 C** NAIL GUN (0.131"X 3.",MIN) 3 5 7 10 12 LINE 1 A MINIMUM NAIL SPACING DISTANCES 1 1 T DISTANCES T ,- T i T 1 B* NAIL TYPE A B* C** l8Odd BOX (00.1.11238"X23.5.",,MMIINN)) 3/4" 1 3/8" 1 3/4" 11 i i 11 7/8" 1 5/8" 2" B/2* T T T } ¢ T } T T } 12d BOX (0.128"X 3.25",MIN) 7/8" 1 5/8" 2" / A 16d BOX (0.135"X 3.5",MIN) 7/8" 1 5/8" 2 1/8" 20d BOX (0.148"X 4.",MIN) 1" 1 7/8" 2 1/4" A AAA C** DIRECTION 8d COMMON (0.131"X 2.5",MIN) 7/8" 1 5/8" 2" OF LOAD AND 10d COMMON (0.148"X 3.",MIN) 1" 1 7/8" 2 1/4" NAIL ROWS 12d COMMON (0.148"X 3.25",MIN) 1" 1 7/8" 2 1/4" 16d COMMON (0.162"X 3.5",MIN) 1' 2" 2 1/2" GUN (0.120"X 2.5",MIN) 3/4" 1 1/2" 1 7/8" GUN (0.131"X 2.5",MIN) 7/8" 1 5/8" 2" 3/4" 1 1/2" 1 7/8" LENGTH OF BLOCK SPECIFIED ON SEALED DESIGNWILL 0.131"X 3.",MIN) 7/8" 1 5/8" 2" (12" MINIMUM - 24" MAXIMUM) ��1eGUN (0.120"X 3.",MIN) OI'ROR ��5 aG,INE. .'AWING REPLACES DRAWING B139 AND CNBRGBLK0699 ..WARNING.. TRUSSES REQUIRE EXTREME CARE IN FABRICATING,HANDLING, SHIPPING,INSTALLING AND 19575 41 Z BRACING. REFER TO SCSI(BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI(TRUSS PLATE 7r REF BEARING BLOCK INSTITUTE,218 NORTH LEE STR., SUITE 312 ALEXANDRIA,VA.22314)AND WTCA (WOOD TRUSS COUNCIL OF , AMERICA,6300 ENTERPRISE LN,MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE DATE 2/23/07 FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL 4-. PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 07 3/20 7 DRWG CNBRGBLK0207 ALPINE IMPORTANT FURNISH COPY OE THIS DESIGN TO INSTALLATION CONTRACTOR. ITV BCG,INC.,SHALL ^^r�^N NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS➢ESIGN)ANY FAILURE TO BUILD THE TRUSS IN �j !/J �/ -ENG SJP/KAR CONFORMANCE WITH TPI;OR FABRICATING,HANDLING,SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS(NATIONAL DESIGN SPEC,BY AFIPA)AND TPI. 9 iq,29 19# ITW,BCG CONNECTOR PLATES ARE MADE OF 20/18/l6GA(W,H/SS/K)ASTM A653 GRADE 40/60(W,K/H,SS) RO�IV ' N*' GALV, STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS ITN/BUILDING COMPONENTS GROUP,INC.DESIGN,POSITION PER DRAWINGS 160A-Z. ANY INSPECTION OF PLATES FOLLOWED BY(D SHALL BE PER POMPANO BEACH,FLORIDA ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND Roney/36=M019 USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER,PER ANSI/TPI 1 SEC.2. Gable Stud Reinforcement Detail ASCE 7-10i 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 100 Dr: 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4Brace (1) 1x4 'L" Brace w (1) 2x4 'L' Brace * <2) 2x4 'L' Brace ** (1) 2x6 'L' Brace * (2) 2.6 'L" Brace ** Bracing Group Species and Grades: Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: #1 / #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir S #1 / #2 Standard #2 Stud CD #3 4' 7' 7' 9" 8' 3' 9' 7" 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0" 14' 0' #3 Stud #3 Standard c O H P Stud 4' 7' 7' 8" 8' 2' 9' 7" 9' 11' 11' 5" 11' 10' 14' 0" 14' 0' 14' 0° 14' 0" Standard 4' 7' 6' 7' 7' 0' 8' 10" 9' 5" 11' 5" 11' 10' 13' 10' 14' 0' 14' 0' 14' 0" Douglas Fir-Larch Southern Pinewww CD #1 5' 0' 8' 4' 8' 7" 9' 10' 10' 2° 11' 8' 12' 1" 14' 0' 14' 0" 14' 0' 14' 0' #3 #3 J SP #2 4' 10' 8' 2' 8' 6" 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0" 14' 0" 14' 0' Stud Stud Standard Standard P #3 4' 8' 7' 0" 7' 5° 9' 3" 9' 11' 11' 5" 11' 11" 14' 0' 14' 0' 14' 0" 14' 0' Stud 4' 8' 7' 0' 7' 5' 9' 3" 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Group B: U Standard 4' 7' 6' 2" 6' 7" 8' 2" 8' 9° 11' 1' 11' 10" 12' 10' 13' 9' 14' 0" 14' 0" S P rr #1 / #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6" 13' 2" 13' 9" 14' 0' 14' 0' 14' 0" 14' Hem-Fir _ #3 5' 3" 9' 3" 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 & Btr U H F Stud 5' 3' 9' 3" 9' 7' 10' 11" 11' 4" 13' 0' 13' 7" 14' 0" 14' 0' 14' 0' 14' 0' #1 Q.) O Standard 5' 3" 8' 1' 8' 7' 10' 10' 11' 4' 13' 0" 13' 7" 14' 0" 14' 0' 14' 0' 14' 0" Douglas Fir-Larch Southern Pinewww #1 5' 9' 9' 6° 9' 10" 11' 3' 11' 8' 13' 4" 13' 10' 14' 0' 14' 0" 14' 0" 14' 0" #1 #1 S #2 5' 6' 9' 5" 9' 9' 11' 1' 11' 6' 13' 2" 13' 9' 14' 0' 14' 0' 14' 0" 14' 0' #2 #2 #3 5' 5' 8' 6" 9' 1" 11' 0' 11' 5' 13' 1" 13' 8' 14' 0' 14' 0' 14' 0" 14' 0'.13 D1x4 Braces shall be SRB (Stress-Rated Board).Stud 5' 5' 8' 6" 9' 1" 11' 0' 11' 5' 13' 1" 13' 8" 14' 0" 14' 0° 14' 0' 14' 0" ***For 1x4 So. Pine use only Industrial 55 or Standard 5' 3" 7' 6' 8' 0' 10' 0" 10' 9" 13' 0' 13' 7' 14' 0" 14' 0" 14' 0" 14' 0' Industrial 45 Stress-Rated Boards. Group B 0 f #1 / #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8" 13' 2' 14' 0' 14' 0' 14' 0' 14' 0" 14' 0" values nay be used with these grades. d - S P r #3 5' 9' 10' 2' 10' 7" 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: l__D U - Stud 5' 9" 10' 2' 10' 7" 12' 0' 12' 6' 14' 0" 14' 0' 14' 0' 14' 0' 14' 0" 14' 0" Wind Load deflection criterion Is L/240. I� Standard 5' 9" 9' 4° 9' 11' 12' 0' 12' 6' 14' 0" 14' 0" 14' 0" 14' 0' 14' 0' 14' 0' Provide uplift connectionsing for 35 over X #1 6' 4' 10' 6' 10' 10° 12' 4' 12' 10' 14' 0' 14' 0' 14' 0° 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d 5 #2 6' 1' 10' 4° 10' 8" 12' 2' 12' 8' 14' 0' 14' 0" 14' 0" 14' 0' 14' 0" 14' 0' Gable end2supports load, from 4'ly 0o overhang. � ( -1.--i #3 5' 11' 9' 10' 10' 6" 12' 1' 12' 7' 14' 0' 14' 0" 14' 0" 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. D F L Stud 5' 11' 9' 10' 10' 6' 12' 1° 12' 7° 14' 0" 14' 0" 14' 0" 14' 0' 14' 0' 14' 0" Standard 5' 9" 8' 8' 9' 3" 11' 7" 12' 5" 14' 0' 14' 0" 14' 0" 14' 0' 14' 0' 14' 0' Synm r Attach 'L' braces with 10d (0.128'x3.0' min) nails. Abouts 11 Gable Truss 1 1 1 a AE For (1) "L' brace: space nails at 2' o.c. �04� n 18' end zones and 4' o.c. between zones. Diagonal brace option: T_ X A(For (2) 'L" braces: space nails at 3" o.c. vertical length may be j 0 In 18' end zones and 6' ac. between zones, doubled when diagonal 18° 3f; ; 'L' bracing must be a minimum of 807. of web brace Is used. Connect r� 0 member length. diagonal brace for 335# at each end. Max web Brace 4`� Gable Vertical Plate Sizes total length is 14', )10( , ' Vertical Length No Splice 2x4 DF-L *2 or Less than 4' 0' 1X4 or 2X3 better diagonal I Greater than 4' 0', but Vertical length shown brace; single less than 11' 6' 2X4 in table above. or double cut 18" �( Q 0 Greater than 11' 6' 3X ' 45' (as shown) nt _L__ 1 n� T� n i 0 + Refer to common truss design for upper end. a g u LJ m a LJ mi iLi ` peak, splice, and heel plates. / / / / continuous Bearinglir Refer to the Building Designer for conditions Connect diagonal at not addressed by this detail. midpoint of vertical web. Refer to chart above for In�� CPR el= 3..V9.4 length. wwVURNISHIww READ AND TO OW ALL NOTES ON THIS DRAWING! �`� 14G1N ' /O REF ASCE7—I0-GAB12015 ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling, shipping,installing and bracing. Refer to and s=� follow the latest edition of BCtI(Building Component Safety Information,provide, e TPI and r cin for safety ° 19575 9 DATE 10�0I�14 practices prr to performing these functions Installers shall provide temporary bracing per SCSI. Unless noted otherwise,tap chord shall have properly attached structural sheathing and bottom chord ,r DRWG A12015ENC101014 shall have a properly attached rigid telling. Locations shown for permanent lateral restraint of webs /aL �I l fI, 1)1-I� II[ shall have bracing installed per BCSI sections B3,B7 or 310,as applicable. Apply plates to each face �- ull\__ of truss and position as shown above and on the Joint Details,unless noted otherwise. Refer to drawings 160A-Z for standard plate positions �'� 3/20 7 AN ITW COMPANY Alpine,a division of ITV Building Components Group Inc. shall not be responsible for any deviation from }}//��pp1lp�y/����Iyy��I� this drawing, any Failure to build tine truss in conformance with ANSI/TPI 1,or for handling, shipping, OY/"l47!'"Yfw Installation a,bracing of trusses. ►n v MAX, TUT. ED 60 PSF A seal on this drawing a cover page listing this drawing,indicates acceptance of professional If en 20°1gsq' G'I engineering responsibility solely for the design shown. The suitability and use of this drawing 13369 Lakefront Drive for any structure is the responsibility of the Building Designer-per ANSI/TPI 1 Sec.2. I O `V.N Earth City,MO 63045 Far more information s e this job's general nates page and these web sites: ` •• ALPINE: www..alpineltw.coml TPI: www.tpinst.orgl SBCA wwwsbcindustry.orgl ICC: www.lccsnfe.org MAX. SPACING 24 0" Renew.taus l e