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Plans (20) k\c\S T \ - Wt-k" )Le 1Qgac t,L, c c'd G -- NOV 2I Z017 CITY OF TIGAR) BUILDING DIVISION 1 52'6" F -1 41034 1N 41+-5. I 42' co T T _EGE AGE FGE l -[ m { PD J- I Q) D M —,C) Cl A 11 M Z N 0 ,'"NNT,)> o m o o0 33 M 01 - m ro m m o o m p N C co - m 1 3)\\N__ 1"8 ! , — A2GE H-6'6" I 28'2" I 17'10" 1 Customer: PARR LUMBER-HILLSBORO M oo V Desc. : Windwood Spruce plan lot o Ci '- CO ADDRESS: VERIFY TAussa m m NJz Designed by: BILLY BREESE Z w 0 Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1W2N7175Z2120134953 Truss Fabricator: Truss Components of Oregon Job Identification: 0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, OR Model Code: I BC Truss Criteria: I BC2015/TP1-2014(STD) , Q PRO Engineering Software: Alpine proprietary truss analysis software. Versions 16.01, FFS's, Truss Design Loads: Roof - 42 PSF @ 1.15 Duration 0�5 �G%NE Floor - N/A t(/ 83294PE 9 Wind - 120 MPH (ASCE 7-10-Closed) / 46 Notes: 1. Determination as to the suitability of these truss components for the OREGON structure is the responsibility of the building designer/engineer of 13 it, sod° A.record, as defined in ANSI/IP! 1. Ta ,c 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 R -I ,...,,i12018 I Details: 12030EC1-GBLLETIN-GABRST10-BRCLBSUB-CNBRGBLK-12015EC1- 07/20/2 Submitted by RTT 13:48:12 07-20-2017 Reviewer: PBC $ $ # Ref Description Drawing# Date 1 90335--AGE 17201078 07/20/17 2 90336--A 17201079 07/20/17 3 90337--A1 17201080 07/20/17 4 90338--A2 17201081 07/20/17 5 90339--A2GE 17201096 07/20/17 6 90340--BGE 17201082 07/20/17 7 90341--B 17201083 07/20/17 8 90342--CGE 17201084 07/20/17 9 90343--CG 17201085 07/20/17 10 90344--DGE 17201086 07/20/17 11 90345--D1 17201087 07/20/17 12 90346--D 17201088 07/20/17 13 90347--EGE 17201089 07/20/17 14 90348--E 17201090 07/20/17 15 90349--E1 17201091 07/20/17 16 90350--FGE 17201092 07/20/17 17 90351--F 17201093 07/20/17 18 90352--GGE 17201094 07/20/17 19 90353--GG 17201095 07/20/17 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, OR - AGE) Top chord 2x4 HF #2 Ti: 2x4 DF-L 2400f-2.OE: 120 mph wind, 23.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2 :B2 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. :M12, M13, M14, M15, M16, M17, M18 2x4 HF #2: Wind Ioads and reactions based on MWFRS with additional C&C member See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind design. braci ng requi rements. Provide lateral wind bracing per ITWBCG wind bracing details or per Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad engi neer of record. 2X3 studs requi re rei nforcement at 70% of the applied per IBC-15 section 1607. length tabulated for 2X4 studs of the same grade. Trusses desi gned to support 1-0-0 top chord outl ookers. Cladding (a) #3 or better scab rei nforcement. Same si ze & 80% length of web Ioad shall not exceed 5.00 PSF. Top chord may be notched member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Deflection meets L/360 live and L/240 total load. Creep increase Do not notch i n overhang or heel panel. factor for dead I oad i s 2.00. 5X7-=- 1 1 -1 6 3X7 3X7 •• - M-4 ••5 M 6 . 4* 6 Ti WIP M1,2.,ka) Aa) a) ►a) a OP a ; 10-10-3 _ i i 0 ' I t 3 i a II 0 I 1 0 I 0 1 1 3 9 t 7 t " 18-0-0 ►///////////////////////////////////////////3X////////////////////////////////////////////X�////////////f////////////////////////////// 3X5(A1) - 3X5(A1) a 1�< 14-0-0 14-0-0 14-0-0 Y 6r L- 21-0-0 21-0-0 J F< 42-0-0 Over 3 Supports R=124 PLF U=22 PLF W=14-0-0 R=118 PLF U=21 PLF W=14-0-0 RL=16/-16 PLF R=145 PLF U=14 PLF W=14-O-0 Note: All Plates Are 1.5X4 Except As Shown. • D PRO . Design Cri t: I BC2015/TPI -2014(STD) HLE RF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. f` • �G1�fF S% OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 "WARM NGI"READ AND Fou.Ow ALL NOTES ON 7X15 DRAWING! (/I REF R7175- 90335_ 825 N 4th Ave,Cornelius OR 97113 "1 RpORTANT•• FURNISH THIS DRAM,NG TO ALL CONTRACTORS I NCLUDI NB THE INSTALLERS. it v 83294PE /� IN TC LL 25.0 PSF Trusses regui re extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow n. wV the latest edition of BCSI (Bun ding Component safety Information, by TPI and WTCA) for safety practices prior F.S. / DL 1 0.0 PSF DATE 07/20/17 to pthese functions. Installers shall provide temporary bracing per BCSI. Unless noted atherwl se, chord Sha top chord shall have properly attached structural sheath!ng and bottom chord shall have a properly attached ri gi d cel I i ng. Locati ons shown for permanent I ateral restrai nt of webs shal I have bract ng i nstal I ed per BC BC DL 7.0 PSF DRW CAUSR71 75 17201078 ecti ons B3, B7 or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and o All L 11 N l ' the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate position= 07/20/201 7 BC LL 0.0 PSF CA-ENG PBC/RTT /�I I IU, I AI pi ne, a di vi si on of I TW Bui I dl ng Components Group Inc. shat I not be responsl bl a For any devi at!on from thl s OREGON drawing, any failure to bili Id the truss!n conformance with ANSI/TPI 1, or for handl l ng, shl poi ng, AN ITWCOMP4NY Installation R bracing of trusses. C TOT. LD. 42.0 PSF SEQN- 126397 A Bol on this drool np or sonar peps II stl np ml s drawl np, I ndl antes eeaeptanea of profess)oan1 enpi naafi np G `ZLY 14,20f� 0 reopens!bll Pit;solely COP the design shove. The wltabilllty and ante of Mls drawl np for any structure Is the _p a� 8351 Rovana Circle respond bill ty of the Bolldi rip Desi poet per ANSI/TPI 1 See.]. vv@/'Tan i DUR. FAC. 1. 15 FROM BB Sacramento,CA95828 Far more Information see chit fobs general nates page and these web sites SPACI NG 24.0" JREF- 1W2N7175Z21 www. ALP!NE: .al pi net tw.corn; TPI: www.tpl nst.org; WTCA: www,sbci ntlustry.corn; I CC. www.n ccsafe.org Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS)•SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, OR - A) Top chord 2x4 HF #2 120 mph wind, 23.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2 :B2 2x4 HF #2: anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=3.0 psf, wind 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 With additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad is 2.00. 5X7 3X5 i 3X5 S 3X7 3X7$ 1.5X4 p� /11*:,‘%... .%.....%.%%._-, 5X4 10-10-3 66 W� _B28 __0_18-0-0 1 3X5= 4X8— 4X8- 3X7- 3X5- 3X10(B3) --m- 2-4-11 5X5(A2) 2-4-11 1-6-0 1.L 7-410-9-4 6-9-13 10-2612 -13 >fc 6-91032-12_ 6-9-13 J 10-9-44-5 21-0-0 21-0-0 J 42-0-0 Over 2 Supports >1 R=2001 U=365 W=5.5" R=1925 U=352 W=5.5" RL=202/-205 Desi gn Cri t: I BC2015/TPI -2014(STD) �,�EU PROFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. r 4 V S60 (�HVFF, , OR/—/1/—/—/R/— Scale =. 125"/Ft. Truss Components of Oregon (503)357-2118 **WARMNGI,w REM AND FGLLOR ALL NOTES ON THIS DRAIN NG! ,�TC LL 25.0 PSF 825N4t Ave,Comelius OR 97113 miupDRTANT'w FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ((/ 83294PE REF R7175- 90336 Trusses regulre extreme care In fabricating, handling, sri pp1 eg, Installlog and bracing. Refer to and follow - DL 10.0 PSF DATE 07/20/17 the latest edi tion of SCSI (Bull dl re Component Safety Information, by Tel and BTCA)for safety practl ces prior T. to performing these functl ons. Installers shall erovl de temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached i C DL 7.0 PSF ri gid cel I i ng. Locatl ons shown for permanent lateral restraint of webs shall have Bracing installed per BCSI DRW CAUSR7175 17201079 All Pd I . sect'ons B3, B7 or B10, as applicable. Apply plates to each face of truss and posi Si on as shown above and on 07/20/2017 Jthe Joint Serails, unless noted otherwise. Refer to drawings 160A_Z for standard plate positionBC LL 0.0 PSF CA—ENG PBC/RTT AlAI pi ne, a di vi sl on of I TW Bui I dI ng Components Group Inc. shat I not be responsi bl a for any devl ati on from this OREGON drawing, any fol lure to bul I the truss In conformance vel th ANSI/TPI 1, or for handling, shl phi ng, AN ITW COMPANY instailatlon G bracing of trusses. 3vt/ 04 0 TOT. LD. 42.0 PSF SEON— 126393 A seal on this drawl ng or cover page I I stl ng this drawl I ndi utas acceptance or profess'onel engi beer!ng LY 14.40 response blllty solely for the design shown. TheesSul tabIEl ty and use of this draat og.r any structurestructureIs the 6. •t Tan e� OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle response bell ty of the Rud I ding Di peer per ANSI 1 Seo.2. a Sacramento,CA 95828 For more i nformati on see thi s)ob•s general notes page and these web sI tes: ALPI NE: www.Al pi Tel tw.can; WI: www.tp1 nst.org; WTCA: www.sbci ndustry.co, ICC, www.I ccsafe.org Renewal 8/30/2018 SPAC I NG 24.0" J REF— 1 W2N7175Z21 i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HI LLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, OR - Al) Top chord 2x4 HF #2 120 mph wind, 23.22 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. :B2 2x4 HF #2: :B3 2x4 DF-L #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind 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 live load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Ioad is 2.00. 5X7 6! T 3X5ss-' 3X5-:*., 3X5 i 3X7 1.5X4 i *' 1.5X4 j iii4ss\ (a) 10-10-3 ik , lialkhi _. ---1 4X8(63) - 3X5— 3X7". B2 4X8= 3X7----- 3X5= 63 \ 18-0-0 3X10(B3) '.-- 1-6-0 1-6-0 F� 3 I 7-4 10-9-4 6-9-13 '1'10-2-12 9-13 ›.1.<›.1.< 6-9 110-2-12-1- 6-9-13 ___L_ 10-9-4 -4-5 21-0-0 i 21-0-0 i 42-0-0 Over 2 Supports R=1810 U=336 R=1932 U=357 W=5.5" RL=187/-181 Desi gn Cri t: I BC2015/TPI-2014(STD) 40°PROP PLT TYP. Wave FT/RT=2°/e(0°/e)/4(0) 16.01. ,. . a�yp s4a OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-:118 **WARM NGI**READ AND FOLLOW ALL NOTES ON THIS DRAVA NGI 825 N 4th Ave,Cornelius OR 97113 '*IWDRFANr' FININISN THIS DRAWING TO ALL CONTRACTORS IxcLUDING THE INSTALLERS. iiii (6. 83294PE 9 TC LL 25.0 PSF REF R7175- 90337 Trusses requl re extreme care In fabrl cating, handling, shipping, I natal l I ng and brad ng. Refer to and follow i �- - the latest edi tion of BCSI (Bull di ng Component Safety Informatl on, by TPI and An-CA) for safety practl ces prl or DL 10.0 PSF DATE 07/20/17 to performing these functl ons. Installers shall provide temporary brad ng per BCSI. Unless noted otherwl se. - top chord shal I have properly attached structural sheath)ng and bottom chord shalI have a properly attached ri gid cel I i ng. Locate ons shown for permanent I ateral rests)cot of webs shat I have brad ng i costal I ed per BCSI C DL 7.0 PSF DRW CAU5R7175 17201080 ,4 L��O i sect)uns B3, B/or 810, as aoppl i cab)e. Apply pl ates to each face of truss and position as shown above and on 07/20/2017 J the�ollt Details, unl"1117;u71 ss n ed othe wise. Refer to drawings 16oA-Z fpr standard plate ppsitlens. BC LL 0.0 PSF CA-ENG PBC/RTT I rl wi ng, a yi fel I ur of I bu I d he truss i necos ormap Inc. shall not b1 rorpfori han for any devi ate on from this OREGON drawl ng, any Failure to build the truss In conformance with AN51/TPI 1, or for hantlling, shipping, AN ITW COMPANY installations brace ng of trusses. 13 4 t'(/ fp ® TOT. LD. 42.0 PSF SEAN- 126399 . A anal on tills drawl ng or cover page I I stl np this drawl ng, I ndi cotes...taros of profess)oral enol neer)cop Ly 4t�� reapantl billty solely for the deal gn sneer. The am H tablty and use of tillfor drool cop rens structure la the sell Tar�t OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle response bl l l ty of the Bull ding Deal goer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more I nformatl on see this 8 ob•s general notes page and these web Si ted; ALPI NB www.al pi nel tw.com; TPI: www.tpi nst.org; WrCA; new sbcl ndustry.com; ICC One 1 ccsafe.org Renewal 8/30/2018 SPAC I NG 24.0" J REF- 1 W2 N7175221 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan Iot -- VERIFY TIGARD, OR - A2) Top chord 2x4 HF #2 120 mph wind, 23.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. :B2 2x4 HF #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC Webs 2x4 HF #2 :W1, W7 2x4 HF Std/Stud: DL=0.6 psf. (a) Continuous lateral restraint equally spaced on member. Wind Ioads and reactions based on MWFRS with additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad 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. 5X7= h T 3X5�i 3X5 3X5- 3X5 1.5X4 ee (a) (a) ej 1.5)44444044444044444,441444444,006.... 10-10-3 iikk 6 � � e Illi 18-0-0 4X8(63) -=- 3X5= -3X7 B2 4X8---. 3X7-- 3X5_- 4X8(B3) - L 7-4-5 10-9-4 'L 6-9-13 '1'10-2-162-9-13 6-9-13 10-2-12—I-- 6-9i 13 10-9-47-4-5 0-9-44 5 J II'— 21-0-0 21-0-0 J 42-0-0 Over 2 Supports R=1814 U=342 R=1814 1.1=342 RL=171/-171 • Desi gn Cri t: I BC2015/TPI -2014(STD) �,�EO PROF"S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ' '0 G1>�/F `ri0 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Cornonents of Oregon (503)357-_118 "WARNI NGI**READ AND FOLLOW ALL NOTES ON THIS DRAM MGI C? 4, 44- 0,,Z� TC LL 25.0 PSF REF R7175- 90338 825 N 4th Ave,Cornelius OR 971J13 ••1IFORTANr*' FURNI SA THIS DRAWING TO ALL CONTRACTORS I NCLUOI NG THE INSTALLERS. (v 83294PE Trusses regulre extreme care In fabricating, handl I I, shipping, Installing and bracing. Refer t0 and fol I re ��- DL 10.0 PSF DATE 07/20/1 7 the latest etll fres Of eme ares ldi ng Component Safety Informpoion, by TPI and anCSI for safety prto and pri Or TO to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restral nt of webs shall have bracing i entailed per BCSI BC DL 7.0 PSF DRW CAUSR7175 17201081 ,4 ��0 1 recti ons B3. B7 or B10, as aappl i cabl a Apply pi ates to each face of truss and pori tion as shown above and on 07/20/2017 ! the Joint DetalIs, unless noted otherwise. Refer to drawings 160A_z for standard plate p0sitions. BC LL 0.0 PSF CA-ENG PBC/RTT I AI pine, a division of ITW BuiIding Components Group Inc. shatI not be respond bra for any deviation from this OREGON drawl ng, any Tal lure to build the truss In conformance with ANSI/TPI 1, or for handling, shlppl ng, AN ITw COMPANY Install ati on a bracl ng of trusses. q8( ,z,LV 14, . t TOT. LD. 42.0 PSF SEON- 126401 . A seal on WIN s drawl ng or cover pegs I 1 stl ng the s drawl ng, I Mro I utas acceptance of pfess!one! enol Merl ng t0 respansl RI I l ty sol el y for the deli gn slow,. The sur tabu I ty end use or tors drawl ng for any structure I s the SS a u'TQ+•` OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsi RI l l ty of the&11 I dl rig Designer per ANSI Rec.2. V an 1 S Sacramento,CA 95828 For more I nfnrmati on see this 1 ob•s general notes page and these web si ten: SPACI NG 24.0" JREF- 1W2N7175Z21 ALPI NE: www.al pl mel tw.com; TPI: www.tp1 est.erg; WTCA: www.sbcl ndustry.cow,, ICC: www.i ccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, OR - A2GE) Top chord 2x4 HF #2 120 mph wind, 23.60 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. :B2 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, M17, M18 2x4 HF #2: Wind loads and reactions based on MWFRS with additional C&C member Truss designed to support 1-0-0 top chord outl ookers and cladding I oad desi gn. not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" peri odi cal l y along top edge. DO NOT Provide I ateral wi nd braci ng per I TWBCG wi nd bracing detai I s or per OVERCUT. No knots or other lumber defects allowed within 12" of notches. engineer of record. 2X3 studs require reinforcement at 70% of the Do not notch i n overhang or heel panel. I ength tabul ated 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 bracing requi rements. member. Attach wi th 10d Box or Gun nails (0. 128"x3",mi n.) w 6" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease applied per IBC-15 section 1607. factor for dead Ioad i s 2.00. 5X7 • e T , T 3X5•0•000°11°°°41"..°°°°1--.%, 3X5 S o A114X11541116;_„,_,-- •• 6 r • yla) a) -a) a) (a) 4a) 6 10-10-3 - /////////////////////////////////////////d7'///////////// t2�//////////////////////////,///////////////////////////////////////// 1s-o-o 3X5(A1) = 3X7- 3X7- 3X5(A1) ==- I< 14-0-0 >l< 14-0-0 >I< 14-0-0 J I, 21-0-0 J— 21-0-0 -1 I.< 42-0-0 Over 3 Supports R=109 PLF U=20 PLF W=14-0-0 R=109 PLF U=20 PLF W=14-0-0 RL=14/-14 PLF R=144 PLF U=14 PLF W=14-0-0 Note: Al I PI ates Are 1.5X4 Except As Shown. Ep PROF • Design Cri t: I BC2015/TPI-2014(STD) (G� FS+ PLT TYP. Wave FT/RT=2%(06/6)/4(0) 16.01. 'Ac'O,J' 7211 /, OR/-/1/-/-/R/- Scale =. 1875"/Ft. _ Truss Components of Oregon (503)357-2118 •.WARNINGI ww READ AND FOLLOW ALL NOTES ON THIS DRAINNGI REF R7175- 90339 825 N 4th Ave,Comelius OR 97113 w•1iroRTANTm FURNISH THIS DRAWING TO ALL COMACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and fallow DATE 07/20/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WfCA) for safety practices prior "A;;;;Nkii:1 DL 10.0 PSF to performing these functions. Installers shall provi detemporary bracing per BCSI. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gid cei I I no. Locati ons shown for permanent I ateral res trai nt of webs shat I have brad BC DL 7.0 PSF ng Instal I ed per BCSI DRW CAUSR7175 17201096 mII`ti �� sections 83, 87 or B10, as applicable. Apply plates to each face of truss and poli ti on as shown above and on 07/20/2017 : the iolnt Dotal Is, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG PBC/RTT AI pi ne, a dl vi si on of ITN euiIdi ng Components Group Inc. shatI not be responsi b1a for any deviation from till OREGON drawing, any fel I ure to bul I the truss In conformance with ANSI/WI 1, or for handling, shipping, AN ITW COMPANY I nstal I atl on A brad ng of trusses. np /3 `Z/ 20 es c TOT. LD. 42.0 PSF SEAN- 126405 Ireswsi DI 1 IRty wroel ygfo�thee dnsi g I Isl swill thin Sal tap)I i,;,"In:oof this drawl Profesal y s uct r e i np (j LY 14,2 8351 RovaouCircle respenslhiIIty of the eel i ding Designer per ANSI/TPI 1 Se°.2. °D f°r am stru«ure Is the �� • DUR. FAC. 1. 15 FROM BB ell Tan Sacramento,CA 95828 For more i e cerate on see this Jobs general notes page and these web sites: SPACING 24.0" JREF- 1W2N7175Z21 ALPINE: www.al pi mei tw.corn; TPI: www.tpi nst.org; sTCA: www.sbci ndust ry.com; ICC: www.i ccsafe.org Renewal 6130/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan Iot -- VERIFY TIGARD, OR - BGE) Top chord 2x4 HF #2 120 mph wind, 20.48 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wi nd 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 MFRS with additional C&C member requi rements. desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Provide lateral wind bracing per ITWBCG wind bracing details or per applied per IBC-15 section 1607. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Trusses desi gned to support 1-6-0 top chord outl ookers. Cladding load shall not exceed 5.00 PSF. Top chord may be notched Deflection meets L/360 live and L/240 total load. Creep increase 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No factor for dead load is 2.00. knots or other lumber defects allowed within 12" of notches. Do not notch i n overhang or heel panel. 4x5= /1 j 7 10 ■ 5-9-13 10 2X4(B1) 2X4(61) L1-6-0›.1 L1-6-0›.1 L 6-6-0 -I— 6-6-0 k13-0-0 Over Continuous Support >1 R=177 PLF 0=41 PLF W=13-0-0 RL=17/-17 PLF Note: Al I PI ates Are 1. 5X4 Except As Shown. • so PROP Design Cri t: 1 BC2015/TPI -2014(STD) Ft F PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. PAS. 0 t �, `rS'il OR/—/1/—/—/R/— Scale =. 375"/Ft. _ Truss Components of Oregon (503)357-2118 ••wARNI I w•READ AND FOLLOWALL NOTES ON THIS DRAWING! TC LL 25.0 PSF REF R7175- 90340_ 825 N 4th Ave,Cornelius OR 97113 "I��" FURNISH THIS DRAM NG To ALL CONTRACTORS l Ncwol NG THE INSTALLERS. Trusses require extreme care in fabrl cats ng, handling, shi ppl ng, ins[al 11 ng and bract ng. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) for safety practices priorGrAMala _ DL 1 0.0 PSF DATE 07/20/17 T. 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.shalI have a properly attached rl gid cel 11 ng. Locati ons shown for permanent I ateral estrai nt of webs shat 1 have brae;ng I natal I ed per BCS BC DL 7.0 PSF DRW CAUSR7175 17201082 ,4 _00I sections B3, BT or 010, as aappl i cable Apply plates to each face of truss position as shown above and on I I : the Joi nt tete'Is, unl ass noted otherwi se. Refer to drawl ngs 160A-Z for standard pl ate post tl ons. 07/20/2017 I Alpine, a dl vi sl on of ITW Building Components Group Inc. shall not be responsib'e for any deviation from this OREGON BC LL 0.0 PSF CA—ENG PBC/RTT drawl ng, any fall ure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMR4NV natal I ati on s brad ng of trusses 1 C TOT. LD. 42.0 PSF SEQN— 126413 . A seal on tills drawl n■or cover page I I stl.p till s drawl hp I ndi rates acceptance of professional antl near)ng 4 LY 14.20 resPmsl bill ty solely for the des'on shows. The sus lobi l l ty and use of this drawl ng for any structure Is the FROM BB 8351 Rovana Circle respohs'biI Ity of the Sul Iding Desi per ANSI/TP' 1 See.2. ssQ'�Tar�� DUR. FAC. 1. 15 Sacramento,CA 95828 For more Information see this job's general notes page and these web sites: P SPACING 24.0" JREF— 1W2N7175Z21 ALPI NE: www.al pi mei<w.corn; TPI: www.tpi net.org; aTCA: ww,sbcl ndustry.corn; ICC: www.I ccsafe.org Renewal 8130/1018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HI LLSBORO -Wi ndwood Spruce plan lot -- VERIFY TI GARD, OR - B) Top chord 2x4 HF #2 120 mph wind, 20.48 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 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. 4X5(R1) D/ ,Al � 10 5-9-13 .� �� 4_18-0-0 / 1.5X4 III 81) -- 2X4(B1) LEI-6-0›-I L1-6-0 6-6-0 + 6-6-0 I, 6-6-0 ,l, 6-6-0 J i< 13-0-0 Over 2 Supports R=707 U=123 W=5.5" R=707 U=123 W=5.5" RL=141/-141 Design Cri t: I BC2015/TPI -2014(STD) /AD PROp,, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. PAS, i�r r _ cis... '. OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-2118 "WARNI NGI'•READ AND FOLLOW ALL NOTES ON THIS DRAIN NCI TC LL 25.0 PSF REF R7175- 90341 825 N 4th Ave,Cornelius OR 97113 "I Filen SH THIS DRAWING TO ALL CONTRACTORS I HCLwI cog THE I IAT LLLEftS. 411rAMita Trusses require extreme care In fabrl call ng, handling, shl ppi ng, Installing and bracing. Refer to and foil ow the latest edition of BCSI (Building Component Safety Information, by TPI and wTCA) for safety practices prior II Q _ DL 1 0.0 PSF DATE 07/2 0/1 7 t• to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, - top chord shall have properly attached structural sheath!ng and bottom chord shall have a properly attached rigid cel II ng. Locatl ons shown for permanent I ateral astral nt of webs shat I have bracing I nstal I ed per BGS BC DL 7.0 PSF DRW CAUSR71 75 17201083 ,4 �� recti ons B3, B)or B10, as appl i cabl e. Apply pl ares to each face of truss and posi tl on as shown above and on 07/20/2017 the Joint Betel r, unless noted otherwise. Refer to drawings 160A-,for standard plate positions. BC LL 0.0 PSF CA-ENG PBC/RTT I 1 u AI p!ne, a dl vi si on of 1 TW Bul I di ng Components Group 1 nc. shah I not be respond bl a for any devi at!on from thl s OREGON drawl ng, any failure to build the truss!n conformance WIth ANSI/TPI 1, or for handling, shl ppl ng, AN ITW COMPANY nstal ati on R bract ng of trusses. �, 0r TOT. LD. 42.0 PSF SEAN- 126415 . A seal on this drawl nag or cover page I I stn ng thin drawl nag I ndl cotes acceptance of professi oral engineering , Ly 14,20 respond DI I Ity solely for the design shown. The sal tobl Il ty and use of this drawing for any structure Is the 8351 Rovana Circle respond bill ty of the epi I ding Buri gner per Mini/001 1 See.2. S8 e N Tar`-` DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web rites: SPACING 24.0" JREF- 1W2N7175Z21 ALPINE: corm.al pi nei tw.can: TPI: mew.tpl nst.org: WTCA: wwow sbci ndustry.con; ICC, www.I ccsafe.org Renewal 8/30/2018 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan Iot -- VERIFY TIGARD, OR - CGE) Top chord 2x4 HF #2 :T2 2x6 HF #2: (**) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #2 plot details for speci al positioning requi rements. Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: 120 mph wind, 22.57 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind I oads and reactions based on MWFRS wi th additional C&C member anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC desi gn. DL=0.6 psf. Provide lateral wind bracing per ITWBCG wind bracing details or per See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind engi neer of record. 2X3 studs requi re rei nforcement at 70% of the I ength bracing requi rements. tabul ated for 2X4 studs of the same grade. Deflection meets L/360 live and L/240 total load. Creep increase Bottom chord checked for 10.00 psf non-concurrent bottom chord live load factor for dead load is 2.00. applied per IBC-15 section 1607. 4X5- The area above let-in studs designed to support 1-0-0 top chord + Laterally brace this member by attachment to nailer atoutlookers. Cladding load shall not exceed 5.00 PSF. Top edge of roof di aphram, or wi th purlins w 24" oc. �� chord may be notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. 3X7If i— '� i 9-11-13 Al • I 111 �� ' " 18-0-0 _L 3X5(B1) - 3X5(**) 2X4(61) -- 11-6-01 11-6-01 6-6-0 16-6-0 10 I, 11-6-0 1-10-11 ,I, J, 9-7-5 J 23-0-0 Over 2 Supports R=1088 U=114 W=5.5" R=198 PLF U=37 PLF W=10-5-8 RL=248/-248 Note: Al I PI ates Are 1.5X4 Except As Shown. p PRO Design Cri t: 1 BC2015/TPI -2014(STD) HL IRF PLT TYP. Wave FT/RT=2%(06/8)/4(0) 16.01. '' r t a` rS, OR/-/1/-/-/R/- Scale =. 25"/Ft. miss Components of Oregon (503)357-2118 F.• FURGI** is AND NG TO NOTES ON THIS DRAM NG TC LL 25.0 PSF REF R7175- 90342 825 N 4th Ave,Cornelius OR 97113 11'Iwol:raxr•• FIlRr115H TNl s BRANI NG ro ALL CONTRACTORS'NCLuoI xe 7HE I NsrAUEBs. Trusses requl re extreme care In fabricating, handling, shl poi ng, Installing and bract ng. Refer to and follow — the latest edition of BCSI (Build(ng Component Safety Information, by TPI and WTCA) for safety practices prior t ,...../- oil DL 1 0.0 PSF DATE 07/20/17 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 shall have a properly attached ri gi tl ceiling. Locatl ons shown for permanent lateral rest rat nt of webs s„al l have braci ng I nstal I ed per BC BC DL 7.0 PSF DRW CAUSR7175 17201084 ,4 L�� I sections 83, BJ or 810 as applicable Apply plates to each face of truss and position as shown above and on the Joint Beta!Is, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 07/20/20 17 I Al pine, a division of 1TV Build) Components Group Inc. shall net be r OREGON BC LL 0.0 PSF CA-ENG PBC/RTT P rg pI nen p or for for any devi at'on from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for hantlll ng, shl ppl ng, AN ITW COMPANY nscot I ati on s tracing of trusses. C TOT. LD. 42.0 PSF SEON- 126418 Aesaal on Pit; droll nB or cover paps I I sti nB thl s drool eg, I ntll0tss etteptenu of professi ono) oql nesrl ng ` �(y 14,20� rporlsl bl 11 ty sol el y for the dell Bn snow). The sal feel i ty antl use of thl s draw nB for any structure I s tM FROM BB esponsi bill ty of the Bull dl pest •Sell Tar�.t DUR. FAC. 1. 15 8351 Rovana Circle ng Boer per ANSI/TPI 1 see.z. Sacramento,CA 95828 For more!nformatl on see thl s Jobs general notes page and mese web sites: ALPI NE: www al pi nei tw.colo; TPI. waw.tpl nst.org: WTCA: www.sbci ndustry.com: I CC, www.I ccsafe.org SPACING 24.0” J REF- 1 W2 N7175Z21 Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, OR - CG) Boot Chord 2x6 DF-L SS chord 2x4 DF-L #2 2 COMPLETE TRUSSES REQUIRED I ` Webs 2x4 HF Std/Stud :W3, W4, W6, W7 2x4 HF #2: Nai I Schedule:O.120"x3", mi n. nai I s :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 @ 4" o.c. 120 mph wind, 23.19 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Use equal spacing between rows and stagger nails anywhere i n roof, RI SK CAT I I, EXP B, wi nd TC DL=3.0 psf, wi nd BC DL=O.6 i n each row to avoi d spl i tti ng. psf. 4" o.c. spaci ng of nai I s perpendi cul ar and paral I el to grai n requi red in area over bearings greater than 4" Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. Brg bl ocks:O.120"x3", mi n. nai I s brg x-I oc #b1 ocks I ength/bl k #nai I s/bl k wal I pl ate Special loads 1 0.000' 1 12" 11 Rigid Surface (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) 2 22.542' 1 12" 4 Ri gi d Surface TC- From 76 plf at 0.00 to 76 plf at 11.50 4X8(R) III Brg block to be same size and species as chord. TC- From 76 plf at 11.50 to 76 plf at 23.00 Refer to drawing CNNAILSP1014 for more information. BC- From 7 plf at 0.00 to 7 plf at 23.00A -7- BC- 1810.19 I b Conc. Load at 1.06, 3.06, 5.06 BC- 1813.57 I b Conc. Load at 7.06, 9.06,11.06,13.06 15.06,17.06,19.06,21.06 6X104 6X10 Wind toads and reactions based on MWFRS. 4. 4X8// 4X8 10 -1 10 9-11-13 d„.401 _.....41. .. ... .. • lik...,..— .. ■■ 11� +18-0-0 _L 6X12(B7R) 3X10111 4X8(R) III 8X8(R) t H0508= 3X10111 6X12(B7R) a 4X8(R) HI —4-2-3 + 3-7-14 3-7-14 + 3-7-14 oc 3-7-14 >c 4-2-3----H 11-6-0 1 11-6-0 1 23-0-0 Over 2 Supports >1 R=11305 U=2179 W=5.5" R=10544 U=2048 W=5.5" Desi gn Cri t: I BC2015/TPI -2014(STD) 0 0 PROFF PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. ?At N,AATYIPII 0> OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503))357-2118 "WARM NGI"READ AND FOLLOW ALL NOTES ON THIS DRAM NGI t�`_y TC LL 25.0 PSF 825N4th Ave,ComeliusOR97i13 "INaom"trr" EuwlsxTMls°RArIHGT°ALL LbNrRw<T°ulxeW°IxGTMelNsrwLLeas. ��lr 83294PE 4Q� REF R7175- 90343 Trusses regul re extreme care I n fabrl cat'ng, handling, shl ppi ng, install Ing and bracing. Refer to and Follow i, DL 10.0 PSF DATE 0720/17 the latest edition of BCSI (Building Component safety Information, by TPI and WTCA) for safety practl ces prior /� _ T. to performing these fundi ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rl gid cel I i ng. Locati ons shown for permanent I ateral restral nt of webs shat I have Israel ng I nstal I ed per BC DRW CAUSR7175 17201085 ,4 �� ' recti ons 83, B)or 810, as appl i cabl e. Apply pl ates to each face of truss and post tion as shown above and on 07/20/2017 O the Joint Beta!Is, moles noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG PBC/RTT I AI p1 ne, a di vi sl on of I TW 6ui I d1,g Components Group Inc. shat I not be rorfori bl a for any devi ati on from thl s OREGON drawing, any fel lure to build the truss in conformance with ANSI/TPI 1, or for handl log, shipping, AN ITW COMPANY nstal l ati 00 N Israel ng of tronnnn 13 = TOT. LD. 42.0 PSF SEAN- 126429 • rrasponsl el i�tr=7,-:::rhnes�I Isbown.ThesSal t bi l i tri and uusee off'tni s tlrev°n ng fo'eny st,�°twrn i:'oLY 14,26 bs (I Iifir 8351 Rovana Circle re+P�sl blllty of the Rol ldi ng tool goer�r LrPI ,500.:. e•eI'.rad., DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more ieferea ti on see this job.n general nese,page and these web Si tee: SPACI NG 24.0" JREF- 1W2N7175Z21 • ALPI NE: www.al pl mel tw.cow: TPI: www.tpi nst.cora; I,TCA: www.sbcl edustry.com; ICC: www.I @@safe.org Renewal 613012018 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, OR - DGE) 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 2x3 HF #2 DL=0.6 psf. See DWGS S12015ENC100815 & 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 load Provide lateral wind bracing per ITWBCG wind bracing details or per applied per IBC-15 section 1607. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Trusses desi gned to support 1-6-0 top chord outl ookers. Cladding load shall not exceed 5.00 PSF. Top chord may be notched Deflection meets L/360 live and L/240 total load. Creep increase 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No factor for dead load is 2.00. knots or other I umber defects allowed within 12" of notches. Do not notch i n overhang or heel panel. 4X5= /♦ 10 7 10 11,j4-9-5 II,iibill"... 9-0-0 3X5(B1) = 3X5(61) L1-6-0›.1 L1-6-0›..1 I_ 5-3-0 l 5-3-0 I 10-6-0 Over 2 Supports >1 R=953 U=288 W=5.5" R=953 U=288 W=3.5" 4 RL=177/-177 Note: Al I PI ates Are 1.5X4 Except As Shown. so PROF . Design Cri t: 1 BC2015/TPI -2014(STD) ,<# SS, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. •h �NFF �0 OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-2118 T.• F RNI•H•RIS ANO FOLLOW ALL NOTES ON THIS gWINGI 83294PE 'Q -p TC LL 25.0 PSF REF R7175— 90344 _ 825 N 4th Ave,Cornelius OR 97113 "I YPORTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. Trusses regui re extreme care In fabri caring, handling, shl in I nstal ll / I�---. the latest edition of BCSI Bull din Componentat n' ng and bract s. Refer aC and Volfplior W C DL 10.0 PSF DATE 07/20/17 C g Safety Information, by TPI and'M1BCSI for safety practices pre, T. to performing these functions. Installers shall provi de temporary bracing per alI Unless noted otherwise, [op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached re gid cel Ii ng. Locate ons shown for permanent lateral restral nt of webs shall have bract ng installed per BCSI 07/20/2017 :C DL 7.0 PSF DRW CAUSR7175 17201086 ,4 r O`� I sec SI ons B3, B7 or B10, as appl l cabl e. Apply plates to each face of truss and post ti on as shown above and on II L J the Joint etalIs, unless noted otgerwlse. Refer to drawings 160A-Z for standard plate positions. OREGON :C LL 0.0 PSF CA-ENG PBC/RTT I ' Alpine, a di vl si on of ITW Bue l dl rig Components Group Inc. shall not be responsible for any deviation from this drawing, any fae Icore to build the truss in conformance wl th ANSI/TPI 1, or for handl I ng, shl pping, AN ITw COMPANY Install ate on a bracing of trusses. G �4Y14,toe A) TOT. LD. 42.0 PSF SEON— 126431 . A seal on thl s drawing or cover paps I I stl ng thl s drawing, I ndl utas acceptance of professi oral engineering A respanel Al l l ty sol el y for the design shun. The sui tab!!i ty and use of this drawing Tor any structure Is the S`4 a H Tan a DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl bl l l ty of the Sul I dl ng[Iasi gAN gar per SI/fPl 1 Sec.2. Sacramento,CA95828 For more information see this Job's genera, notes page and these web sl tis: Renewal 613012018 SPACING 24.0" JREF- 1W2N7175Z21 ALPINE: www.al pi reel tw.com; TPI: www.tpl net.org; WTCA: www.sbci ndustry.com; ICC: www.)ccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, OR - D1) 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. :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.979' Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive design. 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. 4X5- 3X5 Ailiki6 7 10 4-9-5 ii, 0-9-13 -= m 4_9-0-0 5X5(E3) - 1.5X4 III 3X7(E3) III 2X4(B1) 1-E1-6-0›.1 4-9-0 l< 5-3-0 I, 4-9-0 J_ 5-3-0 J 10-0-0 Over 2 Supports R=432 U=52 R=590 U=71 W=3.5" RL=97/-86 Desi gn Cri t: I BC2015/TPI -2014(STD) .`leRL PROFFS PLT TYP. Wave FT/RT=2%(0%)/4 0 16.01. a IV S� ( ) E� FF Oy OR/-/1/-/-/R/- Scale =. 375"/Ft, Truss Components of Oregon (503)357-2118 **WARNI NGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! ,,St 83294PEREF R7175- 90345 825 N 4th Ave,Cornelius OR 97113 •'I IrtarANr•• FORM SH ntt s DRAM NG To ALL coNTRAcraRs I NCLUDI NG THE I NSTALLERs. 7 TC L L 25.0 PSF Trusses requi re extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow op.,'" _ the latest edi ti on of BCSI (Bui!di ng Component Safety I nformati on, by TPI aril ARCA) for Safety practi ccs pri or C DL 10.0 PSF DATE 07/20/17 n to Performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, ,4411htop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gi d cei I i ng. Locatl ons shown for permanent lateral restrai nt of webs shall have bracing installed per BCSI 2 1 C DL 7.0 PSF DRW CAUSR7175 17201087 ,4 O�� sections B3, 87 or B10, as applicable. Apply plates to each face of truss and post tl on as shown above and on 07/LO/�O t7 L I the:ant octal I s, unless anted etnerwl se. Refer to drawl ngs 16CA-z far standard pl ate pest ti ons OREGON BC LL 0.0 PSF CA-ENG PBC/RTT I I Alpine, a tll vi si on of ITW Bulltli rg Canponents Group Inc. shall not be responsible for any devl ati on frau tM1is drawing, any fall ure to build the truss In conformance wltS ANSI/T18 1, or for handling, shipping, ^ AN ITW COMWWY i metal I on brad ng of trusses134 SLY 14,2ce 0 TOT. LD. 42.0 PSF SEAN- 126437 en s . A seal on thl s dr awl ng or cover page I I stl n°thl s drawl ng, I nen d notes acceptance of profesai oral onto Sewing n responsi IN I 1 ty of el y for thein dDel i ng shoes.eThe out cent 11.ty2 and use of MI s drawl ng for any structure 1 s the s8 @"T A DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl bl I I ty of the&II 1 dl nag Designer per ANSI/TPI 1 Sac.z. Q Sacramento,CA95828 For more Information see TM1Is Job's general metes page and these wen sites: Renewal 8/30/2018 SPACING 24.0', JREF- 1W2N7175Z21 ALPINE: www.al pi mei tw.con; TPI: www.tpl net.org; WTCA: www.sbcl ndustry.corn; ICC: www.,ccsafe.org THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, OR - D) 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 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 load applied per IBC-15 section 1607. design. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor for dead load is 2.00. • 4X5= All 1.5X4 III 2X4 61 2X4(B1) L1-6-0J 5-3-0 5-3-0 >1 5-3-0 ,I, 5-3-0 J Fc 10-6-0 Over 2 Supports >1 R=462 U=56 W=5.5" R=605 U=73 W=3.5" RL=102/-89 el) PROF Design Cri t: I BC2015/TPI -2014(STD) .c�C.� FSS, PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. .esti .CidNFk. SOA OR/ -/1/-/-/R/- Scale =. 375“/Ft. Truss Components of Oregon (503)357--118 "WARNI NGI ww READ AND FOLLOW ALL NOTES ON MIS DRAM NGI 4., r 825 N 4th Ave,Comelius OR 97113 w•11MORTANT” BURNISH THis DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /Lt(�/ 83294PE T.TC LL 25.0 PSF REF R7175— 90346 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and fol pIow sew �/'� the latest edl ti on of BCSI (Bur l di ng Component Safety atl on, by TPI and WTCA) for safety practices for L 1 0.0 PSF DATE 07/20/17 to Performing these functions. Installers shall provide detemporary bracing per BCSI. Unless noted otherwise. top chord shall have properly attached structural ral re]ng and bottom chord shat] have a properly d per attached .0 DL 7.0 PSF DRW CAUSR7175 17201 Q$$ rigid cel l Ing. Locations shown for permanent Iateral restraint of webs shall have bracing installed per BCSI 11 ecti ons B3, B7 or 1310, as applicable. Apply plates to each face of truss and position as shown above and on 07/20/2017 ^(I L=J I the Joint DetalIs, unless noted otherwise. Refer to drawl nes 160A-Z for standard plate positrons. OREGON BC LL 0.0 PSF CA-ENG PBC/PTT Ail I Al pi ne, a di vi sl of of I TW Hui I di ng Components Group Inc shat I not be respond bl a for any devi at'on from thi s drawing, any fol lure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY I nstal I at!ons bracl ng of tresses. 4 `LLY 14,2004 �0 TOT. LD. 42.0 PSF SEAN— 126434 • A see! on th1 s drawl ng or cover peps I I sti ig thl s drawl ng, IMI cotes acceptance of professional engi Merl nW respoMl bill ty sol el y for the deal1n sham. The Sul tall l l ty and use of this draw ng for any structure Is the ase��Tan`•. OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle weapon]bl I I ty of the Ret I WI ng Desi giver per ANSI/WI 1 Sec.2. Sacramento,CA 95828 For more i nformatr on see thr s)ob•s general notes page and these web sites: ALIN NE: wal pi mei tw.comm TPI: www.tpr nate ore: WTCA: www.sbcl ndustry.coin; ICC: www.i ccsafe.Orta Renewal 6130/2018 SPACING 24.0" J RE F- 1W2N7175Z21 ww. THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HI LLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, 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 :W1 2x4 HF Std/Stud: DL=0.6 psf. Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng details or per Wi nd I oads and reacti ons based on MWFRS with additional C&C member engi neer of record. 2X3 studs requi re rei nforcement at 70% of the I ength desi gn. • tabulated for 2X4 studs of the same grade. • Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Ioad applied per IBC-15 section 1607. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind ! braci ng requi rements. Trusses designed to support 1-0-0 top chord outlookers. Cladding I oad shall not exceed 5.00 PSF. Top chord may be notched Deflection meets L/360 Iive and L/240 total I oad. Creep increase 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No factor for dead Ioad is 2.00. knots or other lumber defects allowed within 12" of notches. • • Do not notch i n overhang or heel panel. (S)Add 2X4 x 4-0-0 HF #2 or better scab to be attached to one face of truss with 10d (0.128"X3.00") nails at 8" o.c. • 400. 1. 1lb. i� 3-5-11 aiiiiiiii.001 • •j 9-0-0 2X4(A1) 12-4-11 Y 6-0-4 '2.7 I 6-3-0 Over 2 Supports >I R=578 U=259 W=5.5" R=276 U=155 RL=222/-38 Note: Al I PI ates Are 1.5X4 Except As Shown. - r PROP Desi gn Cri t: I BC2015/TPI -2014(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. eirT1ilic.G,NF_ • OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARNI NGI ww READ AND FOLIAR ALL NOTES ON THIS DRAIN RGI 825 N 4th Ave,Cornelius OR 97113 "I IR+ORTANr•' FURNISH THIS DRAWING TO ALL CONTRACTORS 1 NCIUDI NG THE INSTALLERS. Trusses regal re extreme care In fabricating, handling, shipping, instal 11 ng and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety 1nformatl on, by TPI antl WTCA)for safety grad]ccs pre orrorAiawklTC DATE 07/20/17 r. to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,nd top chord shall have properly attached structural sheath)ng abottom chord shall have a properly attached rigid cel 11 ng. Locations shown for permanent lateral restral eat of webs shall have brae]ng Installed per SCSI 07/20/2017 i e Al1 ,L=1sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on PSF 1 I the Jol eat Details, unless noted otherwl se. Refer to drawings 160A-Z for standard plate post ti ons. • •N BC LL , , I Alpine, a di vi sl on of ITW BuiIdi rg Components Group Inc. shall not be responsible for any devl ati on from this -ENG PBC/RTT drawl ng, any fall are to build the truss In conformance wl th ANSI/TPI 1, or for handling, shi poi ng, AN MA/COMPANY I metal I ati on w brace ng of trusses. 14, 126442, , . A seal on the s drewh ng or cover page I I stl no VII s droving, 1 MI mates acceptance of professional engl meati ng asponsi bl l l ty solely for the deal gn sheen. The sal tab)Il ty and use of thl s drawl ng far any structure Is the 8351 Rovana Circle responal bl II ty of the ad lel ng Das)goer per ANSI/TN 1 See.2. 1 e, BB Sacramento,CA 95828 For more Informatlnn see this job's general notes page and these web sites: Renewal 6/3012018 SPACING 24.0,' JREF- 1W2N7175Z21 ALPINE: www.al pi mei tw.con; TPI: www.tpl ns t.org: WTCA: www.sbcl ntlustry.com; ICC: www.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HI LLSBORO -Windwood Spruce plan Iot -- VERIFY TIGARD, OR - E) 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, wind BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wind Ioads and reactions based on MWFRS with additional C&C member load applied per IBC-15 section 1607. design. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor Ri ght end verti cal not exposed to wi nd pressure. for dead Ioad i s 2.00. 1.5X4 III P 3-5-11 6 ...gdgi411111111 ■ j +9-0-0 I =� 3X5 III 2X4(A1) 1.<-2-4-11-1 lac 6-0-4 '21'112 l< 6-3-0 Over 2 Supports R=498 U=55 W=5.5" R=226 U=45 RL=71/-34 �Ep PROF • Design Cri t: I BC2015/TPI -2014(STD) ,�C. SS, PLT TYP. Wave FT/RT=28/e 0% /4 0 16.01. •e'• . N 1 ( ) ( ) Qi� F�n O OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-}118 **WARM NGI•'READ AND FOLLOW ALL NOTES ON THIS DRAWING! (CO "r 825N4thAve,CorneliusOR97113 "IgpORTANT.• FURNISHTHIS DRAWING.ToALL CONfRACTp6INCLUDING THE INSTALLERS. IL(/ a3294PE , TC LL 25.0 PSF REF R7175- 90348 Trusses regui re extreme care In fatal call ng, handl l ng, shi ppl ng, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and aTCA) for Safety practices prior 00,./ i L 10.0 PSF DATE 07/20/17 T. to performing these functions. Installers shall provide temporary bract ng per BCSI. Unless noted otherwise, ,41614, 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 estral nt of webs shat I have brad ng I natal I ed per BCSI :C DL 7.0 PSF DRI CAUSR7175 17201090 sections B3, B7 or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and on ,4 PIo7/2o/2o17 I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG PBC/RTT I Alpine, a division of ITW Bul l ding Components Group Inc. shall not be responsible for any devl ati on from this drawing, any£allure to fulld the truss In conformance with ANSI/TPI 1, or for handling, snipping, VilLY14 zoo' tO • TOT. LD. 42.0 PSF SEON- 126439 AN ITW COMPANY i natal I ata on a brace ng of trusses. . A seal on MIs drawl ng or cover page I1stl ng MIs draw nag I ndl cetes acceptance of professional eagl neerl nag responsibility solely for the design shoat. wa. The suitabiIIty and use f this drooing for any structure Is the S8@iii Tan� DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responslbl 11ty of the 0l ding Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more information see thi sj ob•s general notes page and these web sites: Renewal 8/3012018 SPACING 24.0" JREF- 1W2N7175Z21 ALPINE: www.al pl nei tw.co, TPI: www.tpi net.org. NTCA: www.sbci ndustry.toms ICC: www.I ccsafe.erg THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan Iot -- VERIFY TIGARD, OR - El) Top chord 2x4 DF-L #1&Bet. 120 mph wind, 15.00 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, wind BC DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. R=-130 Rw=36 U=81 ►:i 9-7-12 1 6 0-11-11 J +9-0-0 _ _� 2X4(A1) = R=-46 Rw=15 U=26 -2-4-11—>i 1-3-0 Over 3 Supports R=468 U=78 W=5.5" RL=30/-24 Desi gn Cri t: I BC2015/TPI —2014(STD) ikEO PROpk. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.02. '! 10%.�►!' 11� OR/—/1/—/—/R/— Scale =. 5"/Ft. "WARNI NGI ww READ AND FOLLON ALL NOTES ON TRIS DRAIN WI — TrussComponentsofOregon (503)357-_118 `•IIFORrANT•' FURNISH THIS DRAW]NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. V TC LL 25.0 PSF REF R7175— 90349 825 N 4t Ave,Cornelius OR 97113 Trusses a extreme care 1 n fabrl earl n Handl I n sol i n i natal i 83294PE ' _ regu g, g, pp g, and and bracing. Refer to and follow DL 10.0 PSF DATE 07/20/17 the latest edl tion of Bctl (Bull Idl ngnst Component Safety Information, by TPI are'MCA)for safety practices pre, /� t7 to pchord eng these functions. Installers snare Psheath temporary bracing per alI Unless noted otherwise. if chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rI gl d cel I I ng. Locatl ons hewn for permanent I ateral restraint of webs shat I have bract ng I natal I ed per BC BC DL 7.0 PSF DRW CAUSR7175 17201091 sections B3, B7 or B10, as applicable. Apply plates to each face of truss and pose tl on as shown above and on I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 07/20/2017 ,4 PBI Al pe ne. a dl vi sl on of I TCO Bni I dl ng Components Group I ne. ,nal I not be responsible for any deviation from thl s OREGON BC LL 0.0 PSF CA—ENG PBC/RTT drawl ng, any far lure to bur I the truss in conformance with ANSI/TPI 1, or for handling, shl ppi ng, AN ITW COMPANY i o=ral ati on x bract ng of trusses. 13 C TOT. LD. 42.0 PSF SEAN— 7758 REV resnpml sI on I 1 tyy drawl yptor the�I page shown. tThe su1 troi'ti ty encat*. uses oofOthis drawlof ng Tor no y str ct neer. Bine (/ SLY 14.20� i 8351 Rovnea Circle respansl bill ty of the Sul l ding Desi prier per ANSI/TPI 1 Sec.2. 08e II Tao.- OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Informate on see the=job's general notes page and these web sites: SPACI NG 24.0" JREF— 1W2N7175Z21 ALPI NE: wwow al pl Rel tw.corn; TPI: ww tpe nst.org; AICA: www.sbci ntlustry.corn; ICC: www.I ccsafe.org Renewal 813012013 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HI LLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, 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 2x4 HF Std/Stud DL=0.6 psf. Truss desi gned to support 1-0-0 top chord out!ookers and cladding I oad Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Do not notch in overhang or heel panel. load applied per IBC-15 section 1607. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor for dead Ioad is 2.00. 1.5X4 III 61 _Ad1 ....allIllIIIIMi miiillEMM . _. 04 1.5X4 III 2X4(A1) L--1-6-0—>1 I' 1-10-4—12 2-i 0 Over 2 Supports R=304 U=167 W=3.5" R=32 Rw=33 U=16 RL=97 • Design Cri t: I BC2015/TPI -2014(STD) FLEo PROFtc PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.,9 p �Gifige `rcS'eG , OR/-/1/-/-/R/- Scale =. 5“/Ft. _ Truss Components of Oregon (503)357-2118 ••WARNINGI*•READ AND FaIOAALL NOTES ax7HI5DRAnNDI AQ y TC LL 25.0 PSF REF R7175- 90350 825 N 4th Ave,Cornelius OR 97113 .•I YPDRTANT” FLRNI SN THIS DRAM NG TO All CONTACTORS I NCLUDI N6 THE INSTALLERS. (u 83294PE Trusses require extreme care In fah,cat'ng, handling, shi ppl ng, instal l l ng and bracing. Refer to and follow the latest edi ti on of BCSI (Building Component Safety I nrormatl on, by TPI andWTCA) for safety practices pri or t7.' 10°'--" - DL 10.0 PSF DATE 07/20/17 A to perrormi ng these fvncti ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwi se, . top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cel ling. Locations sham for permanent lateral restraint of webs shall have bracing installed per BC BC DL 7.0 PSF DRW CAUSR7175 17201092 All �0�� secti ons 83, BZ or B10 as app'I cable. Apply plates to each face of truss and poli ti on as shown above and on 07/20/2017 II I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL I Al pl awe, a di vi si on of I TW Bol I di no Components croup Inc. shat I not be responsi bl a for any devi au on from thl s OREGON 0.0 PSF CA-ENG PBC/RTT drawing, any fol lure to build the truss In conformance with ANSI/TPI 1, or for handl l ng, shipping, AN ITWcOMPANY installation s bracing of trusses. /3 a TOT. LD. 42.0 PSF SEQN- 126449 . A Seel on thl s drawl ng or cover pogo I I ting thl s drew ng, IMI cotes acceptance of professI ons! engineer!no 4 `LL'14,2014 `e' respond'bili ty sol el y for the design shown. The Sul tab!!I ty and use of thl d draw ng for any structure I s the DUR. FAC. 1. 15 FROM BB R35!Rovana Circle responel PI I I ty of the Boll dl ng Designer gner per ANSI/TPI 1 Sec.2. S8 even Tan' Sacramento,CA 95828 For more infnmotion see this,ob.s general note,page and these web Sl tee. SPACING 24.0" JREF- 1W2N7175Z21 ALPI NE: www.al pi mei tow.can; TPI: www.tpl net.org; WTCA; www.sbci ntlus[ry.cora; 1 CC: www.1 ccsa£e.org R91161N8)6/30/2018 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, 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 i n roof, RI SK CAT I I, 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 Wind loads 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 Ioad. Creep increase factor for dead Ioad is 2.00. 1.5X4 III 6 , 1 '� 1-4-3 9-0-0 It R 1.5X4 III 2X4(A1) L-1-6-0-5J --1-10-4- 2 2-0-0 Over 2 Supports R=264 U=31 W=3.5" R=32 U=12 RL=29 Desi gn Cri t: I BC2015/TPI -2014(STD) it PROFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. re r t ms`s' OR/-/1/-/-/R/- Scal e =. 5"/Ft. Truss Components of meliusn (503)357-"_'118 '*WARNI NGI**READ AND NG TO ALL NOTES ON CONTRACTORS IN DRAl11Rcl , REF R7175- 90351 _ 825 N 4th Ave,Cornelius OR 97113 re entremewpoRTANca FURNI ri TIII s,Turn xD To ALL poing, Inst I l i ng I NGand bTHEra INSTALLERS. grell 832>�PE , TC LL25.0 PSFTrusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and followthe latest edition of BC51 (Building Component Safety Information, by TPI and WTCA) for safety practices prior - DL 10.0 PSF DATE 07/20/17 to perform)ng these functions. Installers shall provi de temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gi a cel I i ng. Locations shown for permanent I ateral restraint of webs shat I have bracing I nstal I ed per BG BC DL 7.0 PSF DRW CAUSR7175 17201093 nII sect!ons B3. B7 or 510, as applicable. Apply plates to each face of truss and posi tl on as shown above and on 07/20/20 17 A 1' LF II]N I the Joint one.::::: s, unless no ed otherwise. Refer to drawings t60A-Z for standard plate pesltiens BC LL 0.0 PSF CA-ENG PBC/RTT J I Alpine, a tlivision of ITW Building Components Group Inc. shall no[be responsible for any deviation from this OREGON drawing, any fel lure to build the truss In conformance with ANSI/TPI 1, or for handling, shl poi ng, .�I� AN ITW COMPANY Installation 8 bracing of tresses. y r TOT. LD. 42.0 PSF SEAN— 126446 rrseal espoponsl on l llty sol CI ngor meal p si`wnl ng. The Ldread il n bi 1 i trend sew oriels drool ngrofor';m anal I s the -n n�CY 14.ZDV- `e 8351 Rovana Circle reeponelbI11 th of the PcI I di g Deal¢ler per ANSI.'T l 1 Sec.2. 3•eH Tat" ` DUR. FAC. 1. 15 FROM BB Sacramento,CA 93828 For more infnrmati on a this fob.5 general notes page and these web sires: SPACI NG 24.0.' JREF- 1W2N7175Z21 ALPI NE: www.al pi mel tw.cam; TPI: www.tpi nst.erg: WTCA: www.sbcl ntlustry.com; ICC: wnw i ccsafe.org Renewal 8/$0/10113 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HI LLSBORO -Wi ndwood Spruce plan lot -- VERIFY TI GARD, OR - GGE) Top chord 2x4 HF #2 120 mph wind, 20.06 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. See DWGS S12030ENC100815 & GBLLETIN1014 for gable wind bracing Wind Ioads 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 Iive load Provide lateral wind bracing per ITWBCG wind bracing details or per applied per IBC-15 section 1607. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Trusses designed to support 1-6-0 top chord outlookers. Cladding load shall not exceed 5.00 PSF. Top chord may be notched Deflection meets L/360 live and L/240 total load. Creep increase 1 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No factor for dead load is 2.00. knots or other I umber defects allowed within 12" of notches. Do not notch i n overhang or heel panel. • 4x5 .-=- I • • 6 —1 6 i I i 4-6-3 • mi. Oil -0- IODIUDOI ii.11 18-0-0 i 2X4(A1) - 2X4(A1) L1-6-0›.1 Ll-6-01 8-4-0 I 8-4-0 16-8-0 Over Continuous Support >1 R=159 PLF U=28 PLF W=16-8-0 RL=8/-8 PLF Note: Al I -PI ates Are 1. 5X4 Except As Shown. PRO Desi gn Cri t: I BC2015/TPI -2014(STD) . ' FFS+S PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. f r •. ding. OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 "WARN'NGI^ READ AND FOLLOW ALL NOTES ON THIS DRAW'NGI `j 4:"/I, ` TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "1IPORTANr'• FHRNI SH THIS DRAWING NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83PggpE 9 REF R7175- 90352 Trusses requi re extreme care I n fabrl cat!ng, handling, shi ppi ng, I nstal ling and bracing. Refer to and follow Q' �- DL 10.0 PSF DATE 07/20/17 the latest edl tl on of BCS' (Buil di ng Component Safety atl on, by TPI and WTCA) for safety practices prior to performs ng these functions. Installers shall provide de temporary bracing per BCS'. Unless noted otherwl se, top chord shat l have properly attached structural sheaths ng and bottom chord shat l have a properly attached C DL 7.0 PSF DRW CAUSR7175 17201094 rigid cel l ing. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS' ,4 1=41 d Tj07/20/2017 sections 83, 87 or B10, as applicable. Apply piates to each face of truss and poli ti on as shown above and on the Jolnt Petal Is, unless noted otherwise. Refer to drawl nes 1b0A-Z for standard plate podons. BC LL 0.0 PSF CA-ENG PBC/RTT I Al pine, a di vi si on of I TW Bui I dl ng Components Group Inc. shat I not be respond bl a for any devi ati on from thi s OREGON drawing, any faH ore to but I d the truss i n conformance wi th ANSI/TPI 1, or for handling, shi piping, A Ut,, 14t 2O0b ® TOT. LD. 42.0 PSF SEAN- 126407 AN ITW COMPANY t natal ata on R bract ng of trusses. f 8351 Rovana Circle respohs blllty of elly fbr the WI cover page shown. The:sultPI;°IIty and lisee°o`ms acceptance professional for""ys`structure Is the 4`�8@�I Tao • OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nfermati on see this Job•s general notes page and these web site=: SPACING 24.0" JREF- 1W2N7175Z21 ALPI NE: www.al pi nei tw.corn: TPI: www.tpi last.org. WA: wow.sbci ndustry.corn: I CC. www.i ccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717131--PARR LUMBER-HILLSBORO -Windwood Spruce plan lot -- VERIFY TIGARD, OR - GG) Top chord 2x4 HF #2 2 COMPLETE TRUSSES REQUI RED I 2 t Bot chord 2x6 DF-L SS Webs 2x4 HF Std/Stud :W5 2x4 HF #2: Nail Schedul e:O.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Special loads Bot Chord: 2 Rows @ 2.50" o.c. (Each Row) (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 72 plf at 0.00 to 72 plf at 8.33 Use equal spaci ng between rows and stagger nails TC- From 72 plf at 8.33 to 72 plf at 16.67 in each row to avoid splitting. BC- From 7 plf at 0.00 to 7 plf at 16.67 4" o.c. spaci ng of nails perpendicular and parallel to BC- 1813.57 I b Conc. Load at 0.73, 2.73, 4.73, 6.73 grain requi red i n area over beari ngs greater than 4" 8.73,10.73,12.73,14.73 120 mph wind, 20.43 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wi nd I oads and reacti ons based on MWFRS. anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=3.0 psf, wi nd BC DL=0.6 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 • 6X80 6X8 4X5 0 l ,` 4X5 6 —I 6 4-6-3 C ` © 18-0-0 5X5 III 5X7= 8X8(R) Ill 5X7- 5X5 III 5X12(B9R) 5X12(B9R) i< 3-4-5 + 2-5-13 " 2-5-13 + 2-5-13 2-5-13 - 3-4-5- I 8-4-0 8-4-0 16-8-0 Over 2 Supports R=8451 U=1624 W=5.5" R=7380 U=1422 W=5.5" • Design Cri t: I BC2015/TPI -2014(STD) i�°PROFFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. f` • e N `r-. OR/—/1/—/—/R/— Scale =. 375"/Ft. Truss Components of Oregon (503)357-2118 "WARN!NG!••READ AND FOLLOW ALL NOTES ON THIS DRAWINGI1 TC LL 25.0 PSF REF R7175— 90353 _ 825 N 4th Ave,Cornelius OR 97113 ••I WPORTANT•• FIWW TM I SH THIS DRAM NG TO ALL CONTRACTORS I NCLUDI NG E INSTALLERS. Trusses require extreme care In fabri Carl 09, handling, shipping, Install leg and bracing. Refer to and follow killelc'''' DL 1 0.0 PSF DATE 07/20/17 the latest edi Tl on of SCSI (Bolldi ng Component Safety Informati On, by TPI and WTCA) for safety practi ces prior t• to performing these functl ons. I nstal I ars shall provide temporary bracing per SCSI. Unless noted otherwi se, top chord shall have properly attached structural sheathing and bottom chord shal I have a properly attached rigid eel I Ing. Locati ons shown for permanent I ateral restraint of webs shall have bracing i nstal I ed per BGsI I C DL 7.0 PSF DRW CAUSR7175 17201095 ,4 O�� i i sect)ons 53, 57 or 1310, as applicable. Apply plates to each face of truss and position as shown above and on 07/20/2017, the Jnlnt OetalIs, unless noted otherwise. Refer to drawl ngs 160A-Z for standard plate positions. BC LL 0.0 PSF CA—ENG PBC/RTT Alpine, a division of 1 T Building Components Group Inc. shall not he responsible for any deviation from this OREGON drawl ng, any failure to bol I the truss In conformance col th ANSI/TPI 1, or for handling, shi pping, AN ITW COMRANY I natal I atl on A braci ng of trusses. 41/ 6 de aTOT. LD. 42.0 PSF SEQN— 126411 . A seal on thl s drawl ng or cover page I I stl ng thl s drawl ng I ndl rotes acceptance Of profess)one) engl fleeting </ LY 14.'2 reaponsl bill ty solely for the design shown. The sol twill Ie I ty and use of till s drawl ng for any structure Is the .$e J�Tar OUR. FAC. 1. 15 FROM BB 8351 Rovona Circle responsl ill I I ty of the Sul I dl ng Designer per ANSI/TPI 1 Se2. Sacramento,CA 95828 For more information see this job.s general notes page and these web sites; org Renewal 6/30/2018 SPACI NG 24.0" JREF— 1W2N7175Z21 ALPINE: www.al pi nal tw.con; TPI: www.tp l nst.org; wwsbcintlusir.corn; ICC. www.iccsafe. 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 2x4Brace (1) 1x4 'L' Brace w (1) 2x4 'L' Brace * (2) 2x4 'L' Brace ** (1) 2x6 'L' Brace )0( (2) 2.6 'L' Brace *w 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: K #1 / #2Spruce-Pine-Fir Hem-Fir 4' 7' 7' 10" 8' 1' 9' 3' 9' 7' 11' 0' 11' S' 14' 0' 14' 0' 14' 0' 14' 0' - SPF - in / #2 Standard #2 Stud J #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 O HF Stud 4' 4' 7' 2' 7' 7' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0" 14' 0' 14' 0' 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 Pine*w* 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 SP #2 4' 7' 7' 10' 8' 1" 9' 3' 9' 7" 11' 0' 11' 5' 14' 0' 14' 0" 14' 0' 14' 0' Stud Stud Standard Standard P #3 4' 6' 6' 6" 6' 11' 8' 7' 9' 2" 10' 11' 11' 4' 13' 6' 14' 0" 14' 0' 14' 0" d Stud 4' 6' 6' 6" 6' 11' 8' 7' 9' 2° 10' 11' 11' 4" 13' 6' 14' 0' 14' 0' 14' 0" 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: U Sr #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 F_ #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 —r Stud 5' 0' 8' 9' 9' 2° 10' 5' 10' 10' 12' 5' 12' 11' 14' 0" 14' 0' 14' 0' 14' 0' #1 CU O r 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 Pinew** #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 SP #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' VD CU D P 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 SRB (Stress-Rated Board). --1 ***For 1x4 So. Pine use only Industrial 55 or 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 O #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 5 PF #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 HF 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. O Standard 5' 6' 8' 8' 9' 3' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0" 14' 0' 14' 0' Provide uplift connections for 70 plc 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). d S P #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. (-i D P L 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 Attach 'L' braces with 10d (0.128'x3,0' rein) nails. / ' Aboutl I able Truss (1 'f I 0 A( Far (U 'L' brace: space nails at 2' o.c. 'f F 18' end zones and p e between zones. Diagonal brace optloni �� )E�EIn 1 (2) 'L' braces: space nails at 3' oe vertical length may be T In 18' end zones and 6" o.c, between zones. doubled when diagonal � � 0© 'L' bracing must be a minimum of 80% of web brace Is used Connect r , 0 member length. diagonal brace for 385# "177:L. t nt each end. Max web Bra ;� Gable Vertical Plate 5'zes total length is 14'. �� , Vertical Length Na Splice 2x4 DF-L #2 or Less than 4' 0" 1X4 or 2X3 better diagonal — 1111111H0/ Greater than4' 0', bu2X4Vertical length shown brace; singlelessthan11' 6'in table above, or double cut BE +O00 Greaterthan 11' 6' 3X 45' Casshown) at _L ,h,` + Refer to common truss design for ' upper end ■ ■ ■ �� ■ " �_. I''■'II _\ peak, splice, and heel plates. ontlnuous 1 a'nq Refer to the Building Designer, for conditions Connect diagonal at not addressed by this detail. midpoint of vertical web. Refer to chart above fc, . - cOr. _AistiiµiN . wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! V wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. / REF ASCE?-10-GABL2O3O l(// 83294PE Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and _./...- DATE 10/01/14 follow the latest editionerfmi BCtI(Building Component Safety Information, a TPI and r cin)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall hove properly attached structural sheathing and bottom chord DRWG A12030ENC101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs /-' /I L I I ,=ii I R shall have bracing Installed per HCSI sections 03,07 or B10,as applicable. Apply plates to each Face o fl.,, JI of truss and position as shown above and on the Joint Details,unless noted otherwise. 07/20/2017LLLJJI Refer to drawings 160A-Z for standard plate positions. OREGON AN ITW COMPANY Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from , ..10/17 i- this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling,shipping, _V f� MAX. TUTS LD. 60 PSf installation& racing f trusses. /_ tY o iI A seal on this drawing orcover page listing this drawing,Indicates acceptance of professional e i ---- engineering responsibility solely for the design shown. The suitability and use of this drawing ee"Tar�. 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. Earth City,MO 63045 For more informationa a this job's general notes page and these web sites: ALPINE. www.alpineitw.comi TPI www.tpinst.argl SBCA.wwwsbclndustry.orgi ICC. www.Iccsafe.org Renewal 8/30/2018 MAX. SPACING 24.0" Gable Detail For Let-in Verticals Gable Truss Plate Sizes About © Refer- to appropriate Alpine gable detail for minimum plate sizes for vertical studs, 11 +°Refer to Engineered truss design for peak, splice, web, and heel plates, IIK © ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. g Gable ii © Vertical O Example: 2X4 A Length I1I1ii . p. 12X4 12X8 "T" Reinforcement Attachment Detail "T" Reinforcing 'P Reinforcing Member Member Toe-Hall - ❑r - End-nail, u Al / : O © To convert from 'L' to 'T' reinforcing members, multiply "T' increase by length (based on Provide connections for uplift specified on the engineered truss design, appropriate Alpine gable detail), Attach each 'T" reinforcing member with End Driven Nails: Maximum allowable 'P reinforced gable vertical I0d 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, Rigid Sheathing Toenailed Nails: specie, and grade of the "L' reinforcing member. lOd Common (0.148'x3',min) Toenails at 4' o.c. plus Web Length Increase w/ "T" Brace 4 Nails � � (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 load. 2x4 30 Member ASCE 7-05 Gable Detail Drawings Example: 2x6 20 A13015051014, 412015051014, 411015051014, 410015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Gable Spaced At ASCE 7-10 Gable Detail Drawin s Gable Vertical = 24'o,c. SP #3 Truss p g 4' S.C. A11515ENC101014, AI2OI5ENC101014, A14015ENC101014, A16015ENC101014, "T" Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, 'T" Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC10I014, (1) 2x4 'L' Brace Length = 8' 7" A1803OENC101014, A2003OENC101014, A2003OEND101014, 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. 4 Nails // so _ . =� Ceiling �wv�`O�slr: ..WARNING!.. READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF LET-IN VERT ./IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. T� Trusses require extreme care in Fabricating,handling, shipping,installing and bracing. Refer to and I / ' DATE 10/01/14 follow the latest edition of BCSI (Building Component Safety Information, a TPI and For safety practices prior to performing these haans. Installers shall provide temporary bracing per BCSI. T� Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom char.. LRWG GBLLETIN1014 shall have properly attached rigid sections Locations shown for permanent lateral restraint of webs �� l-I� ITF shall have bracing installed per SCSI and on th, or BIO, as unless Apply plates to each ince 07/20/2017 / i �\ of truss and position as shown above and on the Joint Details, unless noted otherwise. ILII \V\JI Refer to drawings 160A-Z for standard plate positions. ON Alpine, a division of ITW Ballding Components Group Inc. shall not be responsible for any deviation fron 07 AN ITW COMPANY this drawing, ny fakure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, �j_ 't/Ly 14,20 C Ml X. TNT. LLQ 60 PSE installation 6 bracing of trusse Y�qq V A seal on this drawing a cover page listing this drawing,indicates acceptance of professional *Sell s -' engineering responsibility solely for the design shown. The suitability and use of this drawing VSell Tan " JUR, EAC. ANY 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Seca Earth City,MO 63045 For more information see this Job's general notes page and these web sites: Renewal 6/30/2018 MAX- SPACING 24.0" ALPINE: w w.alpineitw.coml TPI www.tpinstorgl SECA, www.sbcindustry.orgl ICC: www.lccsafearg ASCE 7-10: 120 mph, 30' Mean Height, Closeo, Exposure C Common Residential Gable Eno Wino Bracing Requirements - Stif -Feners 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 = 1,00, 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. Optional 2x L-reinforcement attached Nails: 10d box or gun (0,128"x3",min) nails, to stiffback with lOd box or gun (0.128" x 3", min,) nails 8 6" o,c, 1 I 11 A 'NN% I�1 / /1 1 2X4 Blocking IIII nailed to sheathingro., 24 T Max , / 45° and each truss rP H ®_®_®_®_I__MIIIIIIIIIII1= 11111111 =11111 •111111111111 =_IIIiiii . diagonal brace. Attach each end X 1111 for 560#, 1111 X • ontinuous Bearing — 2x6 #2 Stiffback attached to each �E0PROpp Stud w/ (4) 10d box or gun (0.123" X 3", min,) nails. fe, S wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF GE WHALER • wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /�, I Trusses require extreme care n fabricating,handling, shipping, installing and bracing. Refer to and 'V follow the latest edition of BCSI <Building Component Safety Information, by TPI and SBCA) for safety re - DATE 10/01/14 ,M 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 chor DRWG GABRST101014 shall have a property attached rigid ceiling. Locations shown for-permanent lateral restraint of webs • H [I I1 shall have bracing Installed per BCS! sections B3, B7 or 810,as opplicable. Apply plates to each face 07/20/2017 �)-IIS\ I1� of truss and position as shown above and on the Joint Details,unless noted otherwise, L J ILII \Vvl Refer to drawings 1606-7 for standard plate positions. O.�RpGfy(�N AN TW COMPANY Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from v/"I`��' this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, , t� �► MAX, TOT, LD, 60 PSE Installation a radng of trusse 4 LY 14.20 A seat on this drawing orcover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing 'Sett Tan 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Sect. Ea 66 City,MO 63045 Far more information see this Job's general notes page and these web sites. ALPINE. www.alpineitw.coni TPI.see SBCA. www.sbcindustry.orgi ICC. www.Iccsafe.org Renewal 6/3012018 THAX. SPACING CLR Rein - orciHg ve 'nber S , bsLiLL, tion T-Reinforcernent 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-Reinforcernent: or reinforcement method is desired, L-Reinf. ,� ,` Apply to either side of web narrow face. ,, Attach with lOd (0.128"x3.0",min) nails , at 6" o.c, Reinforcing member is , Notes: a minimum 80% of web , member length, ,, This detail is only applicable for changing the specified CLR ,, shown on single ply sealed designs to I-reinforcement or , L-reinforecement or scab reinforcement, Alternative reinforcement specified in chart below may be conservative. MM For minimum alternative reinforcement, re-run design with appropriate I= \/ reinforcement type. 1X\ 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. M Attach with 10d (0,128"x3,0",min) nails 2x6 1 row 2x4 1-2x6 at 6" o.c, Reinforcing member is a 2x6 2 rows 2x6 2-2x4(*) minimum 80% of' web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(31() 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, I (310 Center scab on wide face of web, Apply (1) scab to each face of web, NM NM '`��- $ P a tss O5 GINE_ is wwWURNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! /", v 8 294PE , H T(, L L PSF REF CLR S U l'.7 e t, wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, �w_ Trusses require extreme care in fabricating,handling, shipping, ins totting and bracing. Refer to and NG follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety �� DL PSF DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per HCSI. r Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chard ter, DL PSF DRWG BRCLBSUB1014 shall have properly attached rigid telling. Locations shown for permanent lateral restrolnt of webs 07/20/2017 /-[LJ —11 FI g shall have bracing installed per HCSI sections H3, 87 ar HIO,as applicable. Apply plates to each face ON ,� ,,,,,g- 1) g of truss and position as Shawn above and on the Joint Details,unless noted otherwise. ��C///�� BC LL PSF Refer to drawings 160A-Z for standard plate positions. ,7L,�OR y-}� /� T� Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any devlatpn from '•�F/ /I/ ` TFT, LU, PSF AN ITW COMPANY this drawing, y failure to build the truss M conformance with ANSI/TPI L or for handling, shipping, /_-n LY 14,26 ire� Mstallotlon &bracing of trusse 9 A seal on this drawing orcover page listing this drawing,Indicates acceptance of professional V Bs —-—- e engineering responsibility solely for the design shown. The suitability and use of this drawing ell Tar CUR, FAC. 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Earth City,MO 63045 For more information see this Job's general notes page and these web sites: Renewal 6/30/2018 ', PACING ALPINE, www.nlpineitw.coni TPI w w w.tpins tom SHCA. www.sbcindustry.orgi ICG www�iccsofe.org 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) 12d BOX0.128"X 3.25",MIN)- END DISTANCE (15 NAIL DIAMETERS) ( 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 " " • SPACING MAY BE REDUCED BY 507 BOX (0.148X 4.",MIN) 2 4 5 6 8 ••SPACING MAY BE REDUCED BY 337 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 16d COMMON0.162"X 3.5",MIN) 2 4 6 8 10 VALUE (Fc-perp) IS AT LEAST THAT OF THE CHORD. ( 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 A MINIMUM NAIL SPACING DISTANCES 1 4 1 T 1 DISTANCES T T f f if B* NAIL TYPE A B* C** 11 1 jj 11 11 11 11 8d BOX (0.113"X 2.5",MIN) 3/4" 1 3/8" 1 3/4" T T i i T T T i B/2* 10d BOX (0.128"X 3.",MIN) 7/8" ,1 5/8" 2" T if T T T if 1 12d BOX (0.128"X 3.25",MIN) 7/8" 1 5/8" 2" I T 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" .44-' ♦ 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 DESIGN K. "X 3.",MIN 7/8 (12" MINIMUM GUN (0.120"X 3 ",MIN) " 1 5/8" 2" 24" MAXIMUM) .��. S+� ck C , .ittA'G REPLACES DRAWING B139 AND CNBRGBLK0699 GRACINGINGREFERRUSSES TD SCSI(BUIL DINGE TREME CARE IN FABRICATING,HANING,COMPONENT SAFETY INFORMATION)),,LPUBL PUBLING,SHED TPI(TRUING SS PLATE /�, � REFD 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 PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING, 07/20/2017 DRWG CNBRGBLK0207 ...IMPORTANT... FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ITW BCG,INC., SHALL OREGON ALPINE NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN,ANT FAILURE TO BUILD THE TRUSS IN /1 7 -ENG SJP/KAR DCONFORMANCE WITH TPI)OR FABRICATING,HANDLING,SHIPPING, INSTALLING 8,T BRACING OF TRUSSES. ITU, N BCGONFORMS CONNECTORTH PLATESIARELE MADEOOFSIONS OF NDS 20/18/6GA(W H/SS/K)STTIONAL MGN A653EC,BY GRADE 40/60)AND TPI,(W,K/H SS1 G LY 14,gpt� �0 GALV.STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND,UNLESS OTHERWISE LOCATED ON THIS $8eII Tar /7VVBUILDING COMPONENTS GROUP,INC.DESIGN,POSITION PER DRAWINGS I60A-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 Renewal 613012018 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 7-10: 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 = 1.00 Or, 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace w (1) 2x4 'L' Brace w (2) 2x4 'L' Brace we (1) 2x6 "L' Brace w (2) 2x6 'L' Brace ww 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: K Spruce-Pine-Fir Hem-Fir #1 / #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0" #1 / #2 Standard #2 Stud C- D USPF #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 O r Stud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11" 11' S' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' HF 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 Pinewsw CU #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 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 #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' (UD PL Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' d Standard 4' 7' 6' 2' 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0' 14' 0' Group B B. #1 / #2 5' 6' 9' 5' 9' 9' 11' 1" 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0° 14' 0' Hem-Fir _ S P P #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 &#1Btr c U —P Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0" 14' 0' 14' 0' 14' 0' 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 SP #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° 1x4 Braces shall be SRB (Stress-Rated Board). .-1 D P L Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1" 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' ww.For 1.4 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 O #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 may be used with these grades. d SPP #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: LD U I�P 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. OStandard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 35 plf 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 S P #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #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. a-1.--i D P 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' Symm l^ Attach 'L' braces with 10d (0.128'x3.0' min) nails. Abouts Iable Truss ti 0 XIF I' In 18' end zones and 4' o.c. between zones. Diagonal brace option: XXFor (2) 'L' braces, space nails at 3' o.c. :I: 717,0144::44,, in 18' end zones and 6' o.c. between zones. vertical length may be doubled when diagonal 0 "L" bracingmust be a minimum of 80% of web brace Is used. Connect 0memberlength.diagonal brace for 335# "nt each end. Mnx web Br ;� Gable Vertical Plate Sizes total length is L4'. ' Vertical LengthNo Splice 2x4 DF-L #2 orLess than 4' 0' 1X4 or 2X3 better diagonalGreater than 4' 0", but2X4 Vertical len th shown brace; single , less than 11' 6'In table above. or double cut YE +Q 0Greater than 11' 6' 3X ' 45' (nsshown) at _L i 0 + Refer to common truss design for upper end. 0 0 i I-� U n I 1 n _ peak, splice, and heel plates. Ii -0.$.. -.7. onnuous Bc �ing i I P O�� / / Refer to the Building Designer for conditions Connect diagonal at .4; e �'py�� not addressed by this detail. midpoint of vertical web. Refer to chart above for 'n. Q. -di 'IL L ' • REFwwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! 0` /�V 0L1 '� ASCE7-10-GAB12015 wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. v 83294PE -r Trusses require extreme care in fabricating,handling, shipping,Installing and bracing. Refer to and ��. DATE 10�01�14 followathe latest edition mi BCSI (Building Component Safety Information,provide, a TPI and SUCH)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. r� Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord DRWG A12015ENC101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restrain/of webs A�I j=1-NU- - I7 shall have bracing installed per BCSI sections 23,B7 or 810,as applicable. Apply plates to each face �7�2��2�17 UUfl'._ VVV\\\JJJIII of truss and position as shown above and on the Joint Details,unless noted otherwise. Refer to drawings IBOA-z for standard plate positions. OREGON Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from AN ITW COMPANY this drawing, y failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, l` /�o/1 7 .Y Installation&any of trusses, 4 VVVLY14,26 m X. TET, LD, 60 PSE A seal on this drawing orcover page listing this drawing.Indicates acceptance f professional i '---- engineering respansiblllty solely for the design shown. The suitability and use of this drawing sSela Tai' 13389 Lakefront Drive for any structure Is-the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Earth City,MO 63045 For a wn re information s e this job's general notes page and these webMAX sites. „ SPACING 24.0" ALPINE' w w.alpineltw.coml TPI www.tpinst.orgl SBCA' w w.sbcindustry.orgl ICC' www.ccsafe.org Renewal 6/30/2018