Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans (9)
-Cid- CCc 1.084 Ni et, i;I 43'6" 1 m ' '' BGE ' T - z 0 m 1) rn n �, m .-- m n - O / m N ! p m N 00 07 im --... \- 5::'- ''''' \3,) _ . . EGEE AGE f;d"'N+N I 39'6" H 44' 10" -I VERIFY GABLE BOTTOM CORD VLTED OR FLAT BOTTOM ? Customer: PARR LUMBER-HILLSBORO ... m m o Desc. : WindWood Birch pin Lot 29 o o ~' 00 ADDRESS: VERIFY m N ilaggirA z Designed by: BILLY BREESE 1-- r Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 W3S7175Z1130093735 Truss Fabricator: Truss Components of Oregon Job Identification: 0817277--PARR LUMBER-HI LLSBORO -Wi ndWood Bi rch pin Lot 29 -- VERIFY VERIFY, OR Model Code: I RC Truss Criteria: I RC2012/TPI-2007(STD) Q PROF Engineering Software: Alpine proprietary truss analysis software. Version 16.01. ,<<G� FS,c, Truss Design Loads: Roof - 42 PSF w 1.15 Duration �5 �G%NE v0 Floor - N/A tFG 4 83294PE y Wind - 120 MPH (ASCE 7-10-Closed) 0: 0/- N otes:Notes: 1. Determination as to the suitability of these truss components for the OREGON structure is the responsibility of the building designer/engineer of /3trts, 'et° 0 record, as defined in ANSI/TPI 1. @@11 Tan�� 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 R -11"'...r702018 Details: 12030EC1-GBLLETIN-GABRST10-BRCLBSUB-12015EC1- Submitted by RTT 09:35:47 08-30-2017 Reviewer: BFR $ $ 08/30/2017 # Ref Description Drawing# Date 1 22615--AGE 17242011 08/30/17 2 22616--A 17242003 08/30/17 3 22617--A1 17242006 08/30/17 4 22618--B 17242013 08/30/17 5 22619--BGE 17242015 08/30/17 6 22620--DG 17242007 08/30/17 7 22621--CGE 17242008 08/30/17 8 22622--C 17242002 08/30/17 9 22623--EGE 17242012 08/30/17 10 22624--E 17242009 08/30/17 11 22625--F 17242005 08/30/17 12 22626--G 17242004 08/30/17 13 22627--H 17242010 08/30/17 14 22628--R1 17242014 08/30/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0817277--PARR LUMBER-HILLSBORO -WindWood Birch pin Lot 29 -- VERIFY VERIFY, OR - AGE ) Top chord 2x4 HF #2 :T1 2x4 DF-L #1&Bet.: (**) 2 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #2 plot details for special positioning requirements. Webs 2x3 HF #2 - :M12, M13, M14, M15, M16 2x4 HF #2: 120 mph wind, 22.69 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=3.0 psf, wi nd BC Truss desi gned to support 1-0-0 top chord outl ooker span and DL=0.6 psf. cladding load not to exceed 5 PSF one face, and 24" span opposite face. Top chord may be notched 1.5" deep X 3.5" periodically Wind loads and reactions based on MWFRS with additional C&C member along top edge. DO NOT OVERCUT. No knots or other lumber defects design. allowed within 12" of notches. Do not notch in overhang or heel panel. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind 1 Provide lateral wi nd bracing per I TWBCG wind bracing details or per bracing requi rements. I engi neer of record. 2X3 studs requi re rei nforcement at 70% of the I ength tabul ated for 2X4 studs of the same grade. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. (a) #3 or better scab rei nforcement. Same si ze & 80% I enth of web member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor 5X7 • for dead load is 1.50. • T • 3X7(**) 3X7(**) 1; - ' - ' M12al13 14 1a A� T1 - ,a) 0) � %( Ca (a) 10-2-11 6 , 6 - ///////////////////////////////////////////////////////////// ////////////////////////////////////////////////////////////// 18-0-0 3X5(Al) -- 5X7 3X5(Al) t2-4-111 1-6-0 L, 19-9-0 19-9-0 J 39-6-0 Over Continuous Support R=128 PLF U=19 PLF W=39-6-0 RL=5/-5 PLF Note: Al I PI ates Are 1.5X4 Except As Shown. p PROF Desi gn Cri t: I RC2012/TPI-2007(STD) 'tE ` PLT TYP. Wave FT/RT=2°/D(0%)/4(0) 16.01. rR G F SiSjIA O OR/-/1/-/-/R/- Scale =. 1875"/Ft. _ Truss Components of Oregon (503)357-2118 "NARNINGI•w READ AND FOLLOW ALL NOTES ON THIS DRAWING! (� N F y TC LL 25.0 PSF REF R7175- 22615 825 N 4th Ave,Cornelius OR 97113 "I WPORTANT'• FURNISH THI s DRAWING TO ALL CONTRACTORS I NCLUDI NG THE I NSTALLERS. nQ.'�nMn,,e�� Trusses regal re extreme care In fabri cati ng, handling, shipping, I nstal II ng and bracing. Refer to and follow WL»�E the latest edit1on of BC51 (Hui ld,eg Component Safety Information, by TPI and W1CA) for safety practices prier �,� 9� DL 1 0.0 PSF DATE 08/30/17 >7 to Performing these functl ons. Installers shall provide temporary bracing per BCS!. Unless noted otherwise, _ 41111btop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent Iateral restraint of webs shall have bracing installed per BC' BC DL 7.0 PSF DRW CAUSR7175 17242011 A L� sections B3, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawls 160A-2 for standard late Itl ons. 08 3��2Q1 ha p any BC LL 0.0 PSF CA-ENG BFR/RTT I Al pine, a y vi si on of I TA Bui l di ng Components Group Inc. shat l not be rorfori bl a for any deviation from till s OREGON drawl ng, any failure to bulltl the truss in conformance with ANSI/TPI 1, or for M1andling, shl ppi ng, AN ITW COMPANY Installation A bracing of tresses r TOT. LD. 42.0 PSF SEQN- 136297 Seal al on tint a drawl ng or cover pope 11 Ong MI it drawl ng, I l utas eteeptence of profesel Obi anti noon � ng "'&V 14,2O 0 responsiblllty solely for the design shown. The suitab!lNIMI and use of tills drawing for any structure Is the ��Q"��� NDUR. FAC. 1. 15 FROM BB 8351 ROvana Circle responsi bl I I ty of the Bul I dl ng Designer per SI/TPI 1 See.2. V Sacramento,CA 95828 For more Information a this Jobs general notes page and these web sites: SPAC I NG 24.0" JREF- 1W3S7175Z11 ALPINE: waw.al pi nei tw.can; TPI: www.tpi nst.org: WTCA: www.sbci ndustry.con; ICC: www.i ccsafe.org Radr,il amnion Mt THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0817277--PARR LUMBER-HILLSBORO -WindWood Birch pin Lot 29 -- VERIFY VERIFY, OR - A ) Top chord 2x4 HF #2 :T4 2x4 HF SS: 120 mph wind, 22.69 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B4 2x4 HF SS: anywhere i n roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wi nd BC - Webs 2x4 HF #2 :W1, W2, W8 2x4 HF Std/Stud: DL=0.6 psf. Calculated horizontal deflection i s 0.26" due to live load and 0.28" Wi nd loads and reacti ons based on MFRS wi th additional C&C member due to dead Ioad, design. (a) Conti nuous I ateral restrai nt equal I y spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor for dead Ioad is 1.50. Calculated vertical deflection is 0.51" due to Iive Ioad and 0.54" due to dead load at X = 30-9-0. 6X6= T 5X7 6X8- 1. 5X4 *� 1. 5X4% Niti ior 10-2-11 6 f— _, 6 // — - AIIIIIIIILII6'—' 3 H0715= Ba 3 _ \`\ 18-0-0 4X8(83) = 3X5= 3X5= 5X7= 3X12(F2) 3X7 12-4-111 1-6-0 6-4-110-1-121_ 6-5�6 ,L 9-76410-13 +2_8_8_16-_:10-13 -8 8 610-13 8-3-8 5-10-13_ ,L 8 9_011-5 19-9-0 J_ 19-9-0 22-5-8 —1— 8-3-8 I— 8-9-0 39-6-0 Over 2 Supports > R=1895 U=352 W=5.5" R=1823 U=337 W=5.5" RL=189/-192 Design Cri t: 1 RC2012/TPI-2007(STD) CEO PROFFS PLT TYP. 20 Gauge HS,Wave FT/RT=2%(O%)/4(0) 16.01. v.�fl..a9�( � S OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 "WARN'NGI`w READ AND FOLTO'N ALL NOTES ON THIS NGI 9 TC LL 25.0 PSF REF R7175- 22616 825 N 4th Ave,Comelius OR 97113 **I'PORTANT** FURNISH THIS DRAY'NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In ngbCicat ing, SafelynI shipp!ng, IysTPIlind and bracing Refer and fplior 761111.:::1—yR3101E/T420. 67N: DL 10.0 PSF DATE 08/30/17 the latest edi Lien of BCS' i di ng Component noodl de tempo on, by TPI and nCA for safetyf aces f or to performing these functions. I natal I emsusnail prove do temporary bracing per BC51. Unless noted attached se, _ 41164 top d eel I halng.I have proper)y attachedpe man structural sheaths ng and bottom chord shat I have a properly atperM1BC BC DL 7.0 PSF DRW CAUSR7175 17242003 recal ti ceiling. Locate ons shown for permanent cepa feral restraint of webs shall M1ave bracing shown I edabove per BC' AllILJO N ' sections B3, al or 610 as applicable. Apply plates to each face of truss and position as shown above and onI the Joint De[ail s, unless notetl otherwise. Refer to drawings 160A-Z for standard plate posl[I ons.IAI pi ne, a di„a si on of ITN Elul I di ng Components Drop I ne. shal I not be response ba a for any de„a ata on from thl s BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any fel l cera to bus ld the truss in conformance col th ANSI/TPI 1, or for handl l ng, she pal ng,AN ITW COMPANY i metal I ata on 0.bracing of trusses. = TOT. LD. 42.0 PSF SEON- 136273 A seal on thl s drawl ng or cover pegs I I stI Ig thl s Prowl np I nil cotes acceptance of profess'on.' 0ngl neeri ng �Irespond bl I l ty sol el y for the des)gn shown. The sul tabl ll ty and use of this drawlng for any structure Is the • OUR. FAC. 1. 15 FROM BB 8351 Rovana Circlerasponsl bl 11 ty of the Bol I dl ng Dealpwr par ANSI r i 1 Sec.2. • Sacramento,CA 95828 For more information s e this Jobs general notes page and these web sites: SPACING 24.0" JREF- 1W3S7175Z11 ALPINE: wow.al pa mei tw.comm TPI: www.tai net.org: 'M1TCA: www.sbcl ndustry.con: ICC. www.I ccsafe.org RRnnuoawd IRJ221/2111p THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0817277--PARR LUMBER-HILLSBORO -WindWood Birch pin Lot 29 -- VERIFY VERIFY, OR - Al ) Top chord 2x4 HF #2 :T4 2x4 HF SS: 120 mph wind, 22.91 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B4 2x4 HF SS: anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=3.0 psf, wind BC Webs 2x4 HF #2 :W1, W2, W8 2x4 HF Std/Stud: DL=0.6 psf. • Calculated horizontal deflection is 0.26" due to live load and 0.28" Wind loads and reactions based on MWFRS with additional C&C member due to dead load. design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor for dead Ioad i s 1.50. Cal cul ated verti cal defl ecti on i s 0.50" due to I i ve Ioad and 0.55" due to dead load at X = 30-9-0. 6X6= 5X5 T 6 6 8� 11.1111.1111111111.1.111.1 I— tt \it1. 5X4 1. 5X4o� 10-2-11 1441/ (a) 6 • �' T4 W1 /� 3 H0715= B4 _ 3 \ 18-0-01 3X10(B3) = 3X5= 3X5 5X7= 3X5= 3X12(F2) 1-6-0 I` 6-4-13 10-1-1.-1-2 -4 110-1-12 6-5�6 J_ 9-76410-132-8 86110-13 8-3-8 5-10-13_ —1— 6-18_9-01-5 19-9-0 � 19-9-0 22-5-8 T 8-3-8 T 8-9-0 39-6-0 Over 2 Supports > R=1704 U=321 R=1830 U=342 W=5.5" RL=174/-168 Design Cri t: I RC2012/TPI-2007(STD) CEO PRop PLT TYP. 20 Gauge HS,Wave FT/RT=2%(O%)/4(0) 16.01. 1R.�7s/srlpg„._ , OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components orOregon (503)357-1118 "WARM NGIFURNISH ww RIS RANDAW FOLLOW ALL NOTES ON THIS DRAWING! (� TC LL 25.0 PSF REF R7175- 22617 825 N 4t Ave,Cornelius OR 97113 "i MPORTANT'• f RNl SH THIS DRAWING TO ALL CONTRACTORS INCLUDING Nc THE INSTALLERS. Trusses regui ditio extreme care In ngbCimponen, Safety I ormation, Installing antl)fos. Refer ac and fprior or 4� DL 10.0 PSF DATE 08/30/17 the latest edition of eme re Ini ngfa ri cat!ng, handlI g, shi ati on, by TPI and and for safety rrto t Ines to performing these functions. I nstal I ers shall provide temporary bracing per SCSI. Unless noted°therwl se, top chord shal I have properly attached structural sheathing and bottom chord shall have a properly attached •BC DL 7.0 PSF ri gl tl aei I I no. Locati ons shown for permanent I aterai restrai nt of webs shall have bracing I nstal I ed per BO DRW CAUSR71 75 17242006 ,4 [F `� ecti ons 83, e]or 810 as applicable. Apply plates to each face of truss and position as shown above and on 08�30�20 1 7 II J I the Joint Details, „less noted otherwise. Refer to drawings 16GA_Z for standard plate positions. BC LL Q.Q PSF CA-ENG BFR/BTT I AI pine, a dl vl si on of I TW Bul I tll ng Components Group 1 nc. shal not be respond bl a for any devl atl on frwn us S OREGON drawl ng, any failure to build the truss In conformance wl th ANSI/TPI 1, or for handling, shipping, AN TfW COMPANY instal latl on&bracing of trusses. TOT. LD. 42.0 PSF SEQN- 136276 'ree"'pol1l:i el t hiy'sortie egfor the despl gn 11151 e 1 ng tthI N d iae11 i tI tIdI R u'se o'a`i�it i ce of proof'°el 01101 .oile s"9he �d,, 'ItoY 14,2O �® 8351 Rovana Circle reepone!bill ty of the Bul I dl ng heel goer per ANSI/TPI 1 See.2. $ell Tar a DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more inforation see this job's general notes page and these web sl tes: mSPACING 24.0" JREF- 1W3S7175Z11 ALPINE; www.al pi dei tw.corn; TPI: www.tai est.erg; WTCA: wvn,sbci ndust ry.corn; ICC: ram.iccsaFe.org RaMvd N7011S1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0817277--PARR LUMBER-HI LLSBORO -WindWood Birch pin Lot 29 -- VERIFY VERIFY, OR - B ) Top chord 2x4 HF #2 120 mph wind, 22.91 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 #2 :W1, W7 2x4 HF Std/Stud: DL=0.6 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive I oad applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total Ioad. Creep increase • factor for dead load is 1.50. • • 5X5= 3X7‘:- 7- 3X5-", X7 7- 3X5 3X5 3X5 ;:lool( �' 44i 1. 5X4 I(a) 10-2-11 • W1 418-0-0_L 3X10(B3) -- 3X5= 6X8= 3X5= 4X8(83) 1-6-0 Fc 6-11-5 10-1-12_I. 6-4-13 9-7-46-4-13 7 4-13 6-4-19 7-4 J_ 6-4-13 10-1_162-11-5 L 19-9-0 ,I, 19-9-0 J k 39-6-0 Over 2 Supports >1 R=1702 U=323 R=1824 U=344 W=5.5" RL=174/-168 Ep PROF Design Crit: I RC2012/TPI-2007(STD) �� FS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. '<<� OW— % OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 "WARNING!ww READ AND FOLLOW ALL NOTES ON THIS DRAM NV (p REQ 9 TC LL 25.0 PSF REF R7175 22618 825 N 4th Ave,Comelius OR 97113 "111pORTANT'• FIWRNI SH THIS DRAW,NG TO ALL CONTRACTORS I HCLUM NG THE INSTALLERS. 83294PE Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow i - - DL 10.0 PSF DATE 08/30/17 the latest edition of BCSI (Bui ldl ng Component Safety Informatl on, by TPI and INTCA) for safety practices prior to performing these fundi ons. Installers shall prowl de temporary bracing per BCSI. Unless noted otterwt se. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17242013 rI gi a ceiling. Locations shown for permanent lateral restral nt of webs shall have brad ng installed per BCSI A 11 LFi[l N 7 sections 03, B)or 810, as applicable. Apply piates to each race of truss and position as shown above and on 08/30/2017 [he Joln[Detals, unless notetl otherwise. Refer to 1rawings tooA-Z fer standard plate pnsitlen. BC LL 0.0 PSF CA-ENG BFR/RTT I Al pl ne, a dI vi si on of 1 TW Bet I di ng Components Group 1 nc. steal I not be responsi bl a for any devl ati on from this OREGON drawl ng, any fab I ure to but 1 d the truss I n conformance wl tM1 ANSI/TPI 1, or for handl ng, shi ppl ng, 11 oo TOT. LD. 42.0 PSF SEON- 136278 AN ITW COMPANY b natal au on R brach ng of tresses. �1I r. es0ponsibl il,ty drawing ly°�r cover page NOB,a,. title sli droving,ItIndicates 'and Luse pof01�s"d drawl any struccture Is"the 4'9't���I1T'2dn��0 OUR. FAC. 1. 15 FROM BB 8351 Rovoea Circle responsl bI I I tY of the Dun di ng Desi ghat per ANSI/1P1 1 Sec.2. Sacramento,CA 95828 For more t nfornatb on see thb s job's general notes page and these web sI tes: ALPINE: www.al pi eel tw.con: TPI:eaa tpl not.erg: WTCA: www.sbcl ndostry.con: ICC: www.i ccsafe.erg Renewal 613012018 SPACI NG 24.0" JREF- 1 W3S71 7521 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. ( 0817277--PARR LUMBER-HILLSBORO -WindWood Birch pin Lot 29 -- VERIFY VERIFY, OR - BGE ) Top chord 2x4 HF #2 (**) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #2 plot details for special positioning requi rements. Webs 2x3 HF #2 :M12, M13, M14, M15, M16 2x4 HF #2: 120 mph wind, 22.91 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=3.0 psf, wi nd BC Truss desi gned to support 1-0-0 top chord outl ookers and cladding load DL=0.6 psf. not to exceed 5.00 PSF one face and 24.0" span opposi te face. Top chord may be notched 1.5" deep X 3.5" periodically along top edge. DO NOT Wind loads and reactions based on MWFRS with additional C&C member OVERCUT. No knots or other lumber defects allowed within 12" of design. notches. Do not notch i n overhang or heel panel. Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng detai I s or per See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind engineer of record. 2X3 studs require reinforcement at 70% of the bracing requirements. length tabulated for 2X4 studs of the same grade. (a) #3 or better scab rei nforcement. Same si ze & 80% I ength of web Bottom chord checked for 10.00 psf non-concurrent bottom chord live member. Attach with 10d Box or Gun nails (0.128"x3",mi n.) @ 6" OC. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 5X5= i T 3X5 Y 3X7(**) a %V113 14 V115 12'a a) ,: ,Ta .. 10-2-11 6 t— a) ) ' (a) - ; i 6 G 4 - I 8 I I B 8 9 o 6 3 a I I . 18-0-01 /�/////////////////////////////////////////////////////// r//////////////////////////////////////////////////// 3X5(A1) = 5X5= 3X5(A1) 1-6-0 L 19-9-0 J, 19-9-0 J 39-6-0 Over 2 Supports >1 R=131 PLF U=15 PLF W=19-9-0 RL=10/-10 PLF R=129 PLF U=22 PLF W=19-9-0 Note: Al I PI ates Are 1. 5X4 Except As Shown. PRO Design Cri t: I RC2012/TPI -2007(STD) CEO FFS PLT TYP. Wave FT/RT=2°/D(0°/D)/4(0) 16.01. E<< - �1�jFQ ' OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 **WARM NGI w'READ AND FOLLOW ALL NOTES ON THIS DRAM NW 4 CA Z TC LL 25.0 PSF 825 N 4th Ave,COmelluS OR 97113 "I HPORTANE" FURNISH THIS DRAM NO TO ALL CONTRACTORS I NCIAIDI ND THE I NSTALLERS. (i• 83294PE 9 REF R7175- 22619 Trusses renal re extreme care In fabricating, handling, shipping, Instal Il ng and bracing. Refer to and follow it - --- DL 10.0 PSF DATE 08/30/17 the latest edition of BCSI (Bui!di ng Component Safety Information, by TPI and WTCA)for safety practl cos prl or to performing these functions. Installers shall provide temporary bract ng per BCSI. Unless noted otherwise, _ top chord shat l have properly attached structural sheath)ng and bottom chord shat I have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17242015 rigid cel I Ing. LOcati ons shown for permanent lateral restraint of webs shall have bracing installed per BCSI ,4 I I sections 83, B3 or 1310, as applicable. Apply plates to each face of truss and position as shown above and on 08/30/201 the Joint Details, unless noted otherwise. Refer to drawings 1608-Z for standard plate post tl ons. p/� I Al pi ne, a dl vl si on of ITV Bui I di ng Components Group Inc. shat I not be responsi bl a for any devi ati on from thl s OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any fablare to mw the truss In conformance el Ib AN51/TPI ,, or for handling, shipping, tel! of, a TOT. LD. 42.0 PSF SEON- 1 36282 AN W COMR4NY a n natal I ata on brang of trusses. sses. �V . A seal on thl s drawl ng or cover pegs I Intl ng thl s drawl ng, I ndl cotes acceptance of'profess)onal engl needing 4 LY 14,20 c0 respondbl I Ity solely for the dealgn shown. The sal tab)II ty and use of MIs drawl ng for any structure Is the {)in�"Tao DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsi bl I I ty of the Bull dl rig Designer per ANSI/TPI 1 Sec.2, V Sacramento,CA 95828 Fer more a,,fn,-nati on see the s job's general nates page and these web sites: SPACING 24.0" JREF- 1W3S7175Z11 ALPI NE: www.al pi mel tw.cum; Tel: waw.tpe nst.erg; WTCA: www.sbci ndustry.can; I CC: www.I ccsafe.org (Renewal 8/30/2018 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. • ( 0817277--PARR LUMBER-HI LLSBORO -WindWood Birch pin Lot 29 -- VERIFY VERIFY, OR - DG ) Top chord 2x6 DF-L2 SS 2 COMPLETE TRUSSES REQUIRED I Webs 2x3 HF #2 :W1, W5 2x4 HF Std/Stud: Nail Schedule:0.120"x3", mi n. nails • :W2, W4 2x4 DF-L #1&Bet.: :W3 2x4 HF #2: Top Chord: 1 Row ®12.00" o.c. :Rt Wedge 2x6 HF #2: Bot Chord: 2 Rows a 3.00" o.c. (Each Row) Webs : 1 Row c 4" o.c. Special loads Use equal spacing between rows and stagger nails (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) in each row to avoid splitting. TC - From 93 PLF at 0.00 to 132 PLF at 9.50 4" o.c. spaci ng of nails perpendicular and parallel to TC - From 132 PLF at 9.50 to 93 PLF at 19.00 grain required in area over bearings greater than 4" BC - From 7 PLF at 0.00 to 7 PLF at 19.00 TC- -77.14 Ib Conc. Load at 1.74 120 mph wind, 22.36 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 1703.65 Ib Conc. Load at 1.06, 3.06 anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC DL=0.6 BC- 20.61 I b Conc. Load at 1.79, 3.79, 5.27 psf. BC- 1702.08 I b Conc. Load at 5.06, 7.06, 9.06,11.06, 13.06, 15.06, 17.06 Wind loads and reactions based on MWFRS. Provide I ateral wind braci ng per I TWBCG wi nd braci ng details or per Truss desi gned to support 1-0-0 top chord outl ookers and cladding load engi neer of record. 2X3 studs requi re reinforcement at 70% of the I ength not to exceed 5.00 PSF one face and 24.0" span opposi te face. Top chord tabul ated for 2X4 studs of the same grade. must not be cut or notched, except as noted. Deflection meets L/360 live and L/240 total load. Creep increase factor See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind for dead load is 1.50. bracing requirements. 5X7 R III JT PLATE LATERAL CHORD ( ) No SIZE SHI FT BITE [11] W4X8 S 4.25 T [12] W4X5 4.25 L 1.25 � A [37] W4X5 4.25 R 1.25 [38] W4X8 S 4.25 4X5[12] , 4X5[37] o� 8-3-13 �► � 10 ( 10 1III 1INI 11011)1111 1 �� +18-0-0 5X10(1310R) 4X8[11] III 8X8(R) III 4X8[38] III 5X10(1310R) F-------5-0-2 + 4-5-14 >I< 4-5-14 >I< 5-0-2 ' I, 9-6-0 _..1_ 9-6-0 J 19-0-0 Over 2 Supports >1 R=9133 U=1730 W=5.5" R=8439 U=1580 W=5.5" Note: Al I PI ates Are 1.5X4 Except As Shown. D PROF Design Cri t: 1 RC2012/TPI -2007(STD) iVe F PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. f4 ,,,j'A pm., 4j OR/-/1/-/-/R/- Scale =. 25"/Ft. Truss Components of Oregon (503)357-'118 wwWARNI NGI ww READ AND MUM ALL NOTES ON THIS DRAM NGI TC LL 25.0 PSF REF R7175- 22620 825 N 4th Ave,Comelius OR 97113 •911PORTANT•i FURNISH THIS DRAM NG TO ALL coNrRAcrats I NCLUDI NG THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and fol l°,. DL 10.0 PSF DATE 08/30/17 the latest edition of BCSI (BuiIdi ng Component Safety Information, by TPI and WTCA) for safety practices prl or ...../ _ >y to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shat I have properly attached structural sheaths ng anbottom chord shat I have a properly attached BC DL 7.0 PSF DM CAUSR7175 17242007 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC All II �� sections B3, B)or 810, as applicable. Apply plates to each face of trussand position as shown above and on 08/30/M1 7 the Joint OetalIs, unless noted otherwise. Refer to drawings 160A-Z for standard andard pi ate positions. O BC LL 0.0 PSF CA-ENG BFR/RTT I Al pi ne, a dl vl sl on of I re Bull di ng Components Group inc. shall not be responsi bit for any devl atl on from this OREGON drawing, any failure to build the truss In conformance with ANSI/TN 1, or for handling, shipping, ANIrweohAPANv Instal lotion w bracing of trusses. np 13 0� C TOT. LD. 42.0 PSF SEAN- 136316 . A ml sl bI I 1 tY sol y'Oor for the cover pogo s Isl agwnl no. tTMssdrawl l t el I 1 ty�and use acceptance sl'drawl wngrOfol'onypstruccturre I s the /�8 LY 14.Z '�0 8351 Rocuna Circle n�ponssl bill ty of the Dui 1 di ng Oesl nor per ANSI/TPI 1 See.2. use ° "@ II Tao OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this jobs general notes page and these web sl tes: SPACING 24.0" JREF- 1W3S7175Z11 ALPINE: weer,.al pi mel tw.can; TPI: www.tpi nst.org; WTCA: may.sbci ndustry.cont; ICC: www.,ccsafe.org c i , - -l_ it THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. ( 0817277--PARR LUMBER-HILLSBORO -WindWood Birch pin Lot 29 -- VERIFY VERIFY, OR - CGE ) Top chord 2x4 HF #2 120 mph wind, 20.62 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. Truss desi gned to support 1-0-0 top chord outl 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 opposi te face. Top chord desi gn. 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. Provide lateral wind bracing per ITWBCG wind bracing details or per Do not notch i n overhang or heel panel. engi neer of record. 2X3 studs require rei nforcement at 70% of the I ength tabul ated for 2X4 studs of the same grade. See DWGS S12030ENC100815 & GBLLETIN1014 for gable wind bracing requi rements. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Ioad applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. 4X5= Creep increase factor for dead Ioad is 1.50. IIIPII IIIIr 10 hhhhr..... 6-1-2 iN1°A F ■ ■ ■ ■ ■ 418-0-0 / 2X4(B1) = 4(B1) L1-6-0›.1 LE1-6-0›.1 l< 6-10-0 6-10-0 L- 6-10-0 ,I, 6-10-0 J k13-8-0 Over Continuous Support R=135 PLF U=28 PLF W=13-8-0 RL=12/-12 PLF Note: Al I PI ates Are 1.5X4 Except As Shown. p PROF Design Cri t: I RC2012/TPI -2007(STD) IL E PLT TYP. Wave FT/RT=20%0%)/4(0) 16.01. 'At ■„01151r1Pla\`r'i> OR/-/1/-/-/R/- Scale =. 375"/Ft. 711 S "WA"WARMNGI•w READ AND FOLLOW ALL NOTES ON THIS DRAW!NGI Truss ComponentsofOregon 957-..118 „IwpoRTANT,• FURNISH THIS DRA■7NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175- 22621 x25 114th Ave,Cornelius OR 97113 1 _ DATE 08/30/17 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow DL 1 0.0 PSF the latest edition of BCSI (Building Component Safety Information, by TPI and aTCSI for safety practices pre, to performing these Fproperly Installers shall provide temporary bracing per alI Uni ess noted attachese, /�' lop chord shall have properly attacM1etl structural sheathing and bottom chord shall have a properly attached re old cell I no. COeati ons shown for permanent I aferal restraint of webs shat I have bract ng i nstal I ed per BC BC DL 7.0 PSF DRW CAUSR7175 17242008 A � `J , sections 83. 87 or B10, as appl I cab)e. Apply plates to each face of truss and position as shown above and an ! the Joint Dotal l s, unless noted otherwise. Refer to drawl ngs ISOA-Z for standard plate post tl ons. 08/30/2017 ! Alpine, a division of ITw Building Components Group Ina. shah not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any failure to build the truss In conformance vel th ANSI/TPI 1, or for handl I ng, sal ppi ng, AN ITW COMPANY i o=ral I ati an A braai ng of trnsae=. 0� t TOT. LD. 42.0 PSF SEAN- 136299 . A Seel on thin drawl ng or cover page 11 Sting thl s drawl ng, I ndl cotes ecceptenha of profess,anal engi neer)ng 4, ,Z(.Y 1412 t� I sol ely for the deal gn shown. The sulta respwtslblbility and use of this drawl ng for any structure Is the ` 8351 Rovana Circle responsl bill ty of the Bell dl ng Desi goer per ANSI/TPI 1 Sec.2. se OUR. FAC. 1. 15 FROM BB e f 1 Tana" Sacramento,CA 95828 For more Informatlon see tai=job.s general notes page and these web se res: SPACING 24.0,' JREF- 1W3S7175Z11 ALPINE: www.al pi nil tw.coma TPI: www.tpi net.erg; wTCA: www.sbcl ndusfry.cam; ICC' www.i ccsafe.org Renewal 6/30/2018 I • • • • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. • • ( 0817277--PARR LUMBER-HILLSBORO -WindWood Birch pin Lot 29 -- VERIFY VERIFY, OR - C ) Top chord 2x4 HF #2 120 mph wind, 20.62 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC • Webs 2x4 HF Std/Stud DL=0.6 psf. • • Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member I oad applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. • • 4X5(R1) A1 \ 6-1-2 4_18-0-0 ! 1. 5X4 III 2X4 A6R) -------- 2X4(B1) 1-<1-6-01 Fc 6-10-0 6-10-0 • • 6-10-0 6-10-0 13-8-0 Over 2 Supports •• • R=607 U=107 W=5.5" R=745 U=132 W=5.5" • RL=131/-118 Design Cri t: 1 RC2012/TPI-2007(STD) ite PRt�FF, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. f.♦, G1�11f `rs'jG OR/-/1/-/-/R/- Scale =. 375"/Ft. TnlssComponents ofOregon (503)3572118 "WARNINGIw.READ AND FOLLOW ALL NOTES ONTHISDRA117NGI GJ �832S4PE-� 9 TC LL 25.0 PSF REF R7175- 22622 825 N 4th Ave,Cornelius OR 97113 "I WORTANT'w FIIRNI SH THIS DRAWI NG TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. Trusses require extreme BCS c re in fabricating, handling, shipping, installing and bracing. Refer to and follow / D L 1 0.0 PSF DATE 08/30/1 7 the latest edition of eme (Bull di ng ri cats ent Safety Inform poi on, by TPI Iandng WTCA) for safety practices prl or _ A to performing these functions. Installers shall prowl de temporary bracing per BCSI. Unless noted otherwise, top chord shat I have properly attached structural sheatbi ng and bottom chord shat I have a properly attached BC DL 7.D PSF DRW CAUSR7175 17242002 rigid ceiling. Locations shown for permanent lateral restral nt of webs shall have bracing Installed per BC ,4 �� e tions 83, BT or 810 as applicable. Apply plates to each face of trussandposition as shown above and on 08/30/•2017 II the:oint oetails, unless noted otherwise. Refer to drawings 160A-Z for s antlard plate positions. O )BC LL 0.0 PSF CA-ENG BFR/RTT AI pl ne, a dl vi si on of I TW Bui dl rg Components Group Inc. shal not be responsi bl a for any devl atl on from thl s OREGON drawl ng, any fall ure to build the truss In conformance with ANSI/11.1 1, or for handl I ng, shipping, AN ITW COMPANY i nstal ati on a bracing of Brasses. ng, y a TOT. LD. 42.0 PSF SEAN- 136307 . A p000I on 1 ilia sol el ngor cover he ddessi page I51100.1.ng tTlhilessdrul tebl I ty nen fuse.aof cceptance ss dr000if profess! g for onaly enoturro marl the 4�Y 14,2°4 8351 Rovana Circle responsl b1 II ty of the Bul l ding Designer per ANSI/TPI 1 See.2. •8e II Tan �� OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformatl on see thi S 5 nb•S general notes page and these web sl tes: SPACI NG 24.0" JREF- 1W357175Z11 ALM NE: two al pl eel tw.corn; TPI: www.tpl est.org: WTCA: www.sbci ndustry.con: I CC. www.I ccsafe.org IRenawal 8/30/2013 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. ( 0817277--PARR LUMBER-HILLSBORO -WindWood Birch pin Lot 29 -- VERIFY VERIFY, OR - EGE ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK 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. • Truss desi gned to support 1-0-0 top chord outl ookers and cladding I oad Wind I oads and reacti ons based on MFRS 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 Right end vertical not exposed to wind pressure. notches. Do not notch i n overhang or heel panel , Provide lateral wind bracing per ITWBCG wind bracing details or per See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind engineer of record. 2X3 studs require reinforcement at 70% of the bracing requirements. length tabulated for 2X4 studs of the same grade. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead Ioad i s 1.50. d . -=- g.i li 8 � 3-11-2 .I,I ■ ■ ■ I� ■ ■ ■ ■JI 9-0-0 2X4(A1) 1-6-0-wJ 5-1-4 'l 12 Fc 5-4-0 Over 2 Supports R=440 U=162 W=3.5" RL=248/-42 R=262 U=180 Note: Al I Pl ates Are 1.5X4 Except As Shown. CEO PROF Design Cri t: I RC2012/TPI-2007(STD) s<, 3 PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ' • t®t1F�,A"P-A'4% OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARN!NCI`w READ AND FOLIAR ALL NOTES ON THIS DRAWING! g3294PE 'T TC LL 25.0 PSF 825 N 4th Ave,Comelius OR 97113 "i TANr'• FURNISH Tills DRAIN NG TO ALL CONTRACTORS I HCLUM NG THE INSTALLERS. y REF R7175 22623 Trusses require extreme eme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow it �,,,,- DL 10.0 PSF DATE 08/30/17 the latest edl ti on of 'M BCSI (Bui l di ng Component Safety Information, by TPI and CA)for safety practices prior to performing these functions. I metal l ersuchal l provl de temporary bract ng per BCSI. Unless noted otherwise. top chord shall have properly attached structural sheathl ng and bottom chord shall have a properly attached ri gid cei I I ng. Locati ons shown for permanent I ateral )nt of webs shat have bract ng Instal I ed per BCSI o :C DL 7.0 PSF DRW CAUSR7175 17242012 ,4 , sections 83, 87 or B10, as applicable. Apply plates too eacheach face of truss and post ti on as shown above and on 08/30/20 17 I the Jol nt Betel l s, unless noted otherwise. Refer to drawings 160A-Z for standard plate post ti ons. Alpine, a division of ITw Sul I di the t Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for hantlling, shipping, G AN IrweonnaaNY installation R bracing of trusses. 4+ TOT. LD. 42.0 PSF SEQN- 136287 A seal on tees drawl ng or cover peps I 1 stl ng thl s drswi ng, I mol fates acceptance of profess)ons1 engi neer,ng �/ LY 14.20 t� respond Gil Ity solely for the design shawl. The suitabilty and use of this drawing for any structure Is the sell Tar -` OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respond bl Il ty of the Bull ding Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more infor"'ati on see this Jobs general notes page and these web si tee: SPACING 24.0" JREF- 1W3S7175Z11 ALPINE: wow.al pi mel tea.com: TPI: www.tpi net.org: AICA: www.sbci ndustry.com: ICC: waw.i ccsafe.org Renewal mama THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. ( 0817277--PARR LUMBER-HI LLSBORO -W1ndWood Birch pin Lot 29 -- VERIFY VERIFY, 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, 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 I oad applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead I oad i s 1.50. 1. 5X4 III 3-11-2 I111114 81 I� u!J 4_9-0-0 1. 5X4 III 2X4(A1) L-1-6-0-->1 5-1-4z I" 5-4-0 Over 2 Supports R=377 U=28 W=3.5" RL=75/-38 R=211 U=49 �E0 PRO' Design Cri t: 1 RC2012/TPI-2007(STD) �, S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. WW V tatNj Ste OR/-/1/-/-/R/ Scale =. 5"/Ft. Truss Components of Oregon (503 357-"_'118 ••WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAM NGI 4/ Qi 'Q .�TC LL 25.0 PSF REF R7175- 22624 825 N 4th Ave,Comelius OR 97113 '•I NN:RTAN** FURNISH THIS DRAWING TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. 83294PE Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow it /: DL 1 0.0 PSF DATE 08/30/17 the latest edi ti on of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to Performing these functions. l costal lers shall provide temporary bracing per BCSI. Unless noted otherwise. ,4111k, top chord shall have properly attached structural sheathing antl bottom chord shall have a properly attached 'iC DL 7.0 PSF DRW CAUSR7175 17242009 rigid cel l i ng. Locations shown for permanent lateral restraint of webs shall have brad ng Installed per BCSI o L= /30/2017 1 Sections 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 08 A 11 ! the Joint Dotal ls, unless noted otherwise. Refer to drawings 160A-Z for standard plate pest ti cons. BC LL 0.0 PSF CA-ENG BFR/RTI I Alpine, a division of ITw BulIdirg Components Group Inc. shall not be respond ble for any deviation from this OREGON drawing, any fol lure to build the truss in conformance wl th ANSI/TPI 1, or for handling, 501 ppl ng, /N� AN RWCOMR4NY Installation R bracing of trusses. 4 TOT. LD. 42.0 PSF SEAN- 136284 A tool on thl s drawl ng or cover page I i sti ng 001 s drawl cop I WI cotes acceptant.of professi onsl enol neer!ng SLY 14,2�� `� respond bi I l ty tel for the design short. The sul tebl II ty and use of tills drawing for any structure Is the �°�g'ISO �. DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle rosponsl bill ty of the Sul I di ng Designer per ANSI?PI 1 Sec.2. ,e• - Sacramento,CA95828 For more Information see this job's general notes page and these web dte=: SPACI NG 24.0" JREF- 1W3S7175Z11 ALPI NE: www.al pi mel tw.can, TPI: www.tpi cost.erg: MICA: www.sbcl ndustry.com, ICC'. www.I ccsafe.oro Renewal 8/8/12019 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0817277--PARR LUMBER-HILLSBORO -WindWood Birch pin Lot 29 -- VERIFY VERIFY, OR - F ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member I oad applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1. 5X4 III All8 I 2-7-2 �J +9-0-0 1 ► 1. 5X4 III 2X4(A1) L-1-6-0- Ic3-2-4 1"12 II -it 3-4-0 Over 2 Supports R=305 U=26 W=3.5" RL=53/-31 R=107 U=26 Desi gn Cri t: I RC2012/TPI-2007(STD) lit•soPROF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ' 0 ( c I14 `r , e OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARM NM w' READ AND FOLLOW ALL NOTES ON THIS DRAINING! firTC LL 25.0 PSF825 N 4th Ave,Cornelius OR 97113 •'IIp1ORTANT'• FURNISH THIS DIVINING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175- 22625 Trusses requl eof SCS care In eg Clmpolen, Safel I ty I oriation, Iystallind antl brfor s. etyer ac and fplior .�-- DL 1 0.0 PSF DATE 08/30/17 the latest edition of extreme (Building Component Safety Information, by TPI and and for safety practices elpriIon n to performing these fundi ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwl se, „-/ _ top chord shall have properly attached structural sheath)ng and bottom chord shall have a properly attached ri gid cel I i ng. Locati ons shown for permanent I arena) restral nt of webs shat I have bract ng 1 natal I ed per BCSI 0 :C DL 7.0 PSF DRW CAUSR71 75 17242005 LAI sections 83, B7 or B10, as applicable. Apply plates to each face of truss and post tl on as shown above and on 08/30/2017 ' the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL O.0 PSF CA-ENG BFR/RTT I Alpine, a division of ITw Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to but I the truss In conformance With ANSI/TPI 1, or for-handling, shl ppl ng, AN ITW COMPANY Installation A bracing of trusses. `L1Y14,�0� 0 TOT. LD. 42.0 PSF SEON- 136290 A seal on M1H Is drawl ng or cover page I I stl ng ts drawl ng, I nal cotes acceptance of profess)ons1 e11p1 neer)ng respond bill ty.1e1 y for the design shown. The sul tab)Ity and use of MIs drool ng for any structure Is the sell Tah'� OUR . FAC. 1. 15 FROM BB 8351 Rovana Circle respansi bill ty of the Bul I dl ng Pool goer per ANSI/TN1 See.z. Sacramento,CA 95828 For more Informatl on see this Jobs general notes page and these web sl res: SPAC I NG 24.0" J REF- 1 W3S7 1 7 5 Z 1 1 ALPINE: www.al pl rel tw.can: TPI: www.epi nst.org: WTCA: www.sbci ndustry.cow ICC. www.I ccsafe.org Renewal 6/3012018 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. ( 0817277--PARR LUMBER-HILLSBORO -WindWood Birch pin Lot 29 -- VERIFY VERIFY, OR - G ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor for dead load is 1.50. 1. 5X4 III 1 /11 1-3-2 JI +9-0-0 V4 III L-1-6-0- H1-2-42 R=1 Rw=22 U=31 1-4-0 Over 2 Supports R=273 U=33 W=3.5" RL=31/-24 0 PROF Design Cri t: I RC2012/TPI-2007(STD) 04 c4 PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. '< O MN..lP % OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ••WARNING!••READ AND FOLIAR ALL NOTES oNTHIS DRAIN NG! * 46 ZlTC LL 25.0 PSF REF R7175- 22626 h 1 ••INpORTANT•• FUINI SN THIS pi11RI NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4t Ave,Cornelius OR 97 13 83294PE Trusses require extreme care In fabricating, Safety I, shipping, Install ing andCbracing. Refer to and follow te the latest edition of ecti (Building Component Safety Information, by TPI ape wTCSI for safety practices prior DL 10.0 PSF DATE 08/30/17 to Performing these Functions. Installers shall Provide temporary tom chq per alI Unless noted otherwise, top chord shall have properly attached manentoral rheathi ng and bottom chord shall have a properly attached ri gid ceiling. Locatl ons shown for Permanent lateral rostral nt of webs shall have brad ng installetl per BCSI BC DL 7.0 PSF DRW CAUSR7175 17242004 All L=)� . sections B3, B)or B10 as applicable Apply plates to each face of trusstand position as shown above and on 08/30/20 17 JI the Joint netils, unless notetl otherwie. Refer to drawings 16nA-Z fur andard plate posltlens. BC LL 0.0 PSF CA-ENG BFR/RTT I i Al pine, a di vision of 1 TW Bei I di ng Components Group Inc. sisal I not be responsi bl a for any devl atl on from thl s OREGON drawl ng, any fat I to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, l� AN ITWCOMPANY installation R bracing of trusses. 3 �, �► C TOT. LD. 42.0 PSF SEQN- 136292 . A seal on thin drawl ng or Cover paps I I stl rig till s drawl ng, I ndl utas acceptance of profess!ons! engl neer!ng (/ W 14.'0 0 responsibility solely for the design slwo ,. The sul feel lty and use of tole drawl ng for any structure is the *sell ���s5110.11. OUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsi bill ty of the Sul I ding 88.1 gner per ANSI/TN 1 Sec.2. V e _ Sacramento,CA 95828 For more i nformati on see thi s j ob•s general notes page and these web sites- SPACI NG 24.0" J REF- 1 W357175Z 11 ALPI NE: www.al pi mei tw.com: TPI: www.tpi nst.org: wTCA: www.sbci ndustry.cow 1 CC. no I ccsafe.org Renewal 9/3012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. ( 0817277--PARR LUMBER-HI LLSBORO -WindWood Birch pin Lot 29 -- VERIFY VERIFY, OR - H ) Top chord 2x4 HF #2 120 mph wind, 18.50 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wi nd I oads and reacti ons based on MWFRS with additional C&C member I oad applied per IRC-12 section 301.5. desi gn. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead I oad i s 1.50. 1. 5X4 III 10 I ' 1-10-1 ■ ��'' `, 18-0-0 1. 5X4 III 2X4(61) -1-6-0—>1 R=21 Rw=31 U=21 11-c--1-7-0— 2 1-8-12 Over 2 Supports R=276 U=33 W=5.5" RL=51/-37 Desi gn Cri t: I RC2012/TPI—2007(STD) 9s0 PROpk.AR PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. f O doge, S'i0 OR/-/1/ /-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357'_'118 •.WARNINGI ww READ AND FOLLOW ALL NOTES ON THIS DRAWING, ((� RAQ TC LL 25.0 PSF REF R7175- 22627 825 N 4t Ave,Cornelius OR 97113 •v NpoRrART" FURNISH THIS DRAWING TO ALL CONTRACTORS 1 NCLUDI NG THE INSTALLERS. 4, 83294PE Trusses regui re extreme care In fahri cats ng, handling, sill ppl ng, Installing and bracing. Refer to and followft' __ the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior ' DL 1 0.0 PSF DATE 08/30/17 to performing these fundi ons. Installers shall provide temporary bracing per BCSI. Unl ess noted otherwise, - 1411164 top chord shall have properly attached structural sheathing and bottom chord shave have properly attached BC DL 7.0 PSF DRW CAUSR7175 17242010 ri qid telling. Locations shown for permanent lateral res[rai eat of webs shall have bracinn g nstalled per SCSI �� I e[ions AS, B]or 610 as applicable. Apply plates to each face of truss and position as shown above and on 08/30/2017 AP ,4 the Joint Details, unless noted otherwise. Refer to drawings 160A_z for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/RTT I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawl ng, any fat I urs to fNl 1 d see,,ragas I n conformance vel tM1 ANSI/TPI ,, or for handl)ng, shi ppl ng, 13 0„ r TOT. LD. 42.0 PSF SEQN— 136311 AN ITW COMPANY natal ata on w hracl ng of trusses. V . A seal on this drawing or cover page I I stl ng this drawing, Indicates aCCeptanna or profess!enol engl neeri ng <, 01t 14,28 e responsibility solely for the deal gn shos.,,. The sul tam I ty and use of this drawing for any structure is the ee���Tao•' OUR. FAC.1 . 15 FROM BB 8351 Rovana Circle response bill ty or the Building Deal Designer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more informs,,)nn see this jobs general notes page and these web sites: SPACI NG 24.0" JREF— 1W357175Z11 ALPI NE: www al pi net tw.coin: TPI: www.tpi east.org' WTCA: www.sbci ndustry.tom: ICC' www.I ccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. ( 0817277--PARR LUMBER-HILLSBORO -WindWood Birch pin Lot 29 -- VERIFY VERIFY, OR - R1 ) Top chord 2x4 HF #2 120 mph wind, 18.44 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC • Wi nd I oads and reacti ons based on MWFRS. DL=O.6 psf. Hipjack supports 1-8-4 setback jacks with no webs. Deflection meets L/180 live and L/120 total load. Creep increase factor for dead Ioad is 1.50. Shim all supports to solid bearing. R=-77 Rw=9 1. 5X4(R) \\\ _L 0 ® 19-5-11 0_8-2 1 7.07 �� 1-9-3 ' 101.1. 3X3 3X50 if 2-1-7 1 2-4-10 Over 2 Supports r -I R=241 U=32 W=7.778" Design Cri t: 1 RC2012/TPI-2007(STD) �KE0 PROI s;49 .ft TYP. Wave FT/RT=2%(0%D)/4(0) 16.01. P/;� C��'►C % OR/-/1/-/-/R/ Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARNINGI••READ AND FOLLOR''ALL NOTES ON THIS DRMNGI (p ��Q 'L� TC LL 25.0 PSF REF R7175- 22628 825 N 4th Ave,Comelius OR 97113 ••I RpoRTANT•• FURNISH TMs DRAWING TO ALL CONTRACTORS I NCLIDI NG THE INSTALLERS. 44/ 83284PE Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow 4r _ the latest edition of BCSI (Building Component Safety Information, by TPI and%VGA) for safety practices prior /- DL 1 0.0 PSF DATE 08/30/17 to perform)ng these fundi ons. Installers shall provide arytbrac;ng per BCSI. Unless noted therw;se, top chord shall have properly attached structural sheathing ng andantl bottom chord shall have a properly attached ri gi d cei I i ng. Locatl ons shown for permanent I ateral rostral nt of webs stall have bracing i nstal I ed per BCSI BC DL 7.0 PSF DRW CAUSR7175 17242014 Alsections B3, B)or 810, as aopplicable Apply plates to each Face of truss and posi tl on as shown above and on 08/30/201l 8 3020 1 II 1L 0 r I ( the Jfl nt Betall s, no, n ted otherwise. Refer to dr awl ngs 160A-Z for standard plate positions. J I \�11 I Alpine, a division of ITN Building Components Group Inc. hall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT ' drawing, any fall ure to build the Truss;n conformance with ANSI/TPI 1, or for handling, shl pping, AN ITW COMPANY installation A bracing of trusses. d. C TOT. LD. 42.0 PSF SEQN- 136309 resppoons1 on I Ilty sos l l ygf r the de!page sisti ng hoOts. Thl Thessui drawl ll 1 ty and useeats. acceptance TTN s drawwl ng fo'any str'ucttu're i s11the </3 LY 14,26'° 8351 Rocuna Circle responsl bill ty of the Run ding Designer per AN51/TPI 1 Sec.2. "ae jl Tao*. OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see thls Jobs general notes page and these web sites: LOADING SEE ABOVE JREF- 1W3S7175Z11 ALP!NE: www.al pi rel tw.Com; TPI: www.tpl nst.org; NTCA: www.Stec;ndustry.Com; ICC: www.I ccsafe.org Renewal 8/30/2018 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 Cr: 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure 13, Kzt = 1.00 2x4 Brace (1) 1x4 "L' Brace w (1) 2x4 'L' Brace w (2) 2x4 'L' Brace ww (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: SSpruce-Pine-Fir Hem-Fir #1 / #2 4' 7' 7' 10" 8' 1' 9' 3" 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0" 14' 0' #1 / #2 Standard #2 Stud #3 4' 4' 7' 2" 7' 8' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0" 14' 0' 14' 0' #3 Stud #3 Standard OHF r Stud 4' 4" 7' 2" 7' 7' 9' 1' 9' 5' 10' 10" 11' 4" 14' 0' 14' 0" 14' 0' 14' 0' i 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 Pinewww QJ #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 ___I • S P #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 tot #3 4' 6' 6' 6' 6' 11' 8' 7" 9' 2' 10' 11' 11' 4' 13' 6" 14' 0" 14' 0' 14' 0' (U D F L Stud 4' 6' 6' 6' 6' 11' 8' 7' 9' 2" 10' 11' 11' 4" 13' 6" 14' 0" 14' 0' 14' 0' d 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_ r #1 / #2 5' 3' 8' 11' 9' 3' 10' 7" 11' 0' 12' 7' 13' 1" 14' 0" 14' 0' 14' 0' 14' 0' Hem-Fir _ r #3 5' 0' 8' 10' 9' 3' 10' 5" 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' #1 & Btr c U HF Stud 5' 0' 8' 9° 9' 2" 10' 5' 10' 10' 12' 5' 12' 11' 14' 0" 14' 0' 14' 0' 14' 0' #1 - 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 Pinewww \ #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' 1x4 Braces shall be SRB (Stress-Rated Board). CU D F L Stud 5' 0' 7' 11' 8' 5" 10' 6' 10' 11" 12' 6" 13' 0' 14' 0' 14' 0" 14' 0' 14' 0" ***For 1v4 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 SPP #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: U _L 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 plf 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 SP #2 5' 9' 9' 10' 10' 2' 11' 7" 12' l' 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 F 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 r Attach 'L' braces with l0d (0.128'x3.0' min) nails. I ''I ,I� About I 41 X( For (1) "L' brace. space nails at 2" o.c. able Truss 01144141444011, i� in 18' end zones and 4' ac. between zones. Diagonal brace option: 31(X(For (2) 'L' braces; space nails at 3' o.c. vertical length may be j in 18' end zones and 6' ac, between zones. doubled when diagonal 18" 0 'L' bracing must be a minimum of 80% of web brace Is used. Connect r� 0 member length. diagonal brace for 385# 'L' L at each end. Max web Brace A♦ Gable Vertical Plate Sizes total length is 14'. X(31( r , Vertical Length No Splice 2x4 DF-L #2 or Less than 4' 0' 1X4 or 2X3 better diagonal F — Greater than 4' 0', but 2X4 Vertical length shown brace; single 18, less than 11' 6'In table above. or double cut +Q 0 Greater than 11' 6' 3X 45° (asshown) atL L !hi.- 0 + Refer to common truss design for ' upper end. � � � � � mr • • 0111.11111111 ` peak, splice, and heel plates. U tinuous Benr lay "111.7. 1 jjRefer to the Building Designer Cor conditions Connect diagonal at 'Co., ( rill 11 1 not addressed by this detail, midpoint of vertical web. Refer to chart above for ^1 U �� I* (i/ wwVARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING: arAM11141 REF ASCE7-10-GAB12030 wwII''ORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and DATE 10�01�14 follow the latest edition of HCSI(Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per HCSI. Unless noted otherwise,top chord shall hove properly attached structural sheathing and bottom chord DRWG A12030ENC101014 shall have n properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs (1 ��� shall have bracing Installed per BCSI sections B3,H7 or Ill,as applicable, Apply plates to each face 08/30/2017 //1 I1�) I1\\�vI�Ir of truss and position as shown above and on the Joint Details,unless noted otherwise. �� L Liu u Refer to drawings I60A-z for standard plate positions OREGON Alpine, a division of ITV 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, Installation 6.bracing of trusses. (j) �' Y11,/ 4,20e 4. AX. TOT LD. 60 PSF A seal on this drawing or cover page listing this drawing,indicates acceptance of professional �"Tan engineering responsibility solely for the design shown. The suitability and use of this drawing *sell a,w 13309 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Earth City,MO 63045 Far more Information see this job's general notes page and these web sites ALPINE. www.alpineltw.coml TPlewww.tpinst,orgl SBCA,wwwsbcindustry.org,ICC. www.l«=afe.org Renewal 6/30/2018 MAX. SPACING 24.0" Gable ] etalL . For Let—in Verticals Gable Truss Plate Sizes Abauti O Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs, 111\114101111tQRefer to Engineered truss design for peak, splice, web, and heel plates, ir © ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. I le ` 1L iiii :111441141441411 © gthl li O Example: 2X4 12X4 1 2X8 ii: Illiih. 0 T" Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe-nail - Or - /� End-nail Q 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 'T" reinforced gable vertical 10d Common (0.148"x 3.',min) Nails at 4' o.c, plus length is 14' from top to bottom chord. (4) nails in the top and bottom chords. 'T' reinforcing member material must match size, Rigid Sheathing Toenailed Nails: specie, and grade of the 'L' reinforcing member, 10d Common (0.148' 3',mToenails ato.c. plus in) 4' r . r xWeb Length Increase w/ "T" Brace �� 4 Nails �� � (4) toenails in the top and bottom chords, "T' Reinf. 'T' ,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, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c. SP #3 4' O.C. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T" Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, "T' Brace Increase (From Above) = 30Y = 1,30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 "L" Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' See appropriate Alpine gable detail for maximum unreinforced gable vertical length. t� • 4 Nails =i Ceiling p PROP . 4( .. 4%. •wWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF LET-IN VERT wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating,handling, shipping, installing and bracing. Refer to and DATE the latest edition of SCSI <Buliding Component Safety Information,by TPI and SBCAI for safety DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per HCSI. T1RWG GBLLETIN1014 Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom char shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs U 2,6�LI 0-I� N shall have hracing installed per HCSI sections t3, B7 ar lJet as applicable. Apply plates to each face �g�30�2�1] i of truss and position as shown above and on the Joint Details,unless noted otherwise. u Refer to drawings 160A-Z for standard plate positions. oe�8QN AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from o ,p �► T� this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, �/�r Ow7- 0 MAX. TOT, LU. 60 PSF Installation & bracing of trusse G8 14,Z A seal on this drawing o cover page listing this drawing,Indicates acceptance of professional w t engineering responsibility solelyofor the design shown, The suitability and use of this drawing sell Tan ' CUR, FAC, ANY 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sect. __._ Earth City,MO 63045 Form re information see this Job's general notes page and these web sites Renewal 6/30/2018 MAX. SPACING 24.0" ALPINE. www.alpineitw.coml TPI. www.tpinst.orgl SHCA, w w.sbclndustry.orgl ICG www.iccsafecng ASCE 7-10 120 mph, 30' Mean -leight, Closed, Exposure C Common Residential Gable Eno Wino Bracing Requirements - Sti- -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. X Optional 2x L-reinforcement attached Nails 10d box or gun (0.128"x3",min) nails, to stiffback with 10d box or gun (0.128" x 3", min.) nails @ 6" o,c, I I PI IN P ISI 11111 2X4 Blocking nailed to 11111 � 45° sheathing and 24 MaxI 110 each truss ayp) lilligtilip..-11. — H II II II II II 2X4 DF-L #2 H/2 or better diagonal brace, Attach each end X 1 for 560#, i , x f / im■ � r �■�■ ■ 7NAam.. ■ \\ ■ ■ ontinuous Bearing — 2x6 #2 Stiffback attached to each tsse PROP Stud w/ (4) 10d box or gun (0.123" X 3", min,) nails. `c;%.&12/)/S%% weWARNINGIwe READ AND FOLLOW ALL NOTES ON THIS DRAWINGI . REF GE WHALER **IMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. + '�. /^\ Trusses require extreme care n fabricating,handling, shipping, installing and bracing. Refer to and V follow the latest edition BSI these fun Component Safety Information,provide, a TPI and rBcA) for safety DATE 10/01/14 practices laitr to performingionof these Punct Ions, Installers Inf providemn temporary bracingE ) per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord DRWG GABRST101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 08/30/2017 .�� 0=I! I� shall have bdacing installed per BCSI cion nn t3, J or Det,as sbApplyt rwtes to each face /Q �uof truss and position as shown above and on the Joint Details,unless noted otherwise. OREGON Refer to drawings 160A-Z for standard plate positions. (n," + 49474,20e. +n'17 py Alpine, a division of ITW Building Components Group Inc. shall SfI7J �w p g pones p not be responsible for any deviation from r AN ITW COMPANY thin drawing,any Failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, Y14+Z� wt� MAX, T❑T, LD. 60 PSr installation 4 bracing of trusse Ta --._-_ LJ A seal on this drawing orcover page listing this drawing,Indicates acceptance of professional sellr engineering responsibility solelyforthe design shown. The suitability and use of this drawing 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. R9eo%v 6/3012018 Earth City,MO 63045 For more information see this Job's general notes page and these web sites. MAX. SPACING ALPINE. www.alpineitw.coml TR', www,tpinst.orgl SBCA. www.sbclndustry.orgl ICG www,lccsafearg CDR ReinhorciHg VeHoer SL, IosLiLL, Lion w • T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf. is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired. L-Reinf. ,� ,` Apply to either side of web narrow face. ,, Attach with 10d (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 T-reinforcement or , L-reinforecement or scab reinforcement, 1 Alternative reinforcement specified in chart below may be conservative, MN For minimum alternative reinforcement, re-run design with appropriate reinforcement type. T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement Scab Reinforcement: Size Restraint T- or L- Reinf, Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scabs) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face, I. 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 2-2x401O minimum 80%. of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(X) 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. III 00 Center scab on wide face of web, Apply (1) scab to each face of web. NM 'c�10114 t.ss, wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! T C L L PSF REF CLR S u b s t, ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping,installing and bracing. Refer to and fallow the Latest edition of BCS! <Building Component Safety Information,by TPI and SBCAI for safety KAM:ale/ DL PSF DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSl. ?� Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chor BC DL PSF DRWG BRCLBSUB1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs [LJ D_r N g shall have bracing installed per BCS! sections B3, B7 or 810, as applicable. Apply plates to each face 08/30/2017 B Li i \\__� of truss and position as shown above and on the Joint Details, unless noted otherwise. BC LL PSF u v Refer to drawings 160A-Z for standard plate positions. oo(.1lpF/�(11 AN ITW COMPANY Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from wL�I� v/�V/'��' T❑T, La PSF this drawlig, any failure tousled the truss In conformance with ANSI/TPI 1,or for handling, shipping, r• 41, 14,1�� installation seal on this drawing orcover page listing this drawing,Indicates acceptance f professional w engineering gineering responsibility solely for the design shown. The suitability and use of this drawing sell Tar , DUR. FAC. 13389 Lakefront Drive any structure is the responsibility of the Building Designer per ANSI/TPI I Seo2. "-- Earth City,MO 63045 For more Information see this jab's general nates page and these web sites ALPINE. www.alpineltw.coml TPI www.tpinst.orgl SBCA. www.sbclndustry.orgi ICCs www.lccsafe.org Renewal 6/30/2018 SPACING Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 w Cr-: 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 m (1) 2x4 "L" Brace At (2) 2x4 "L' Brace mm (1) 2x6 "L' Brace At (2) 2x6 'L' Brace x.l Bracing Group Species and Grades: Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: S #1 / #2 4' 10" 8' 2" 8' 6" 9' 8" 10' 1' 11' 6" 12' 0' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0" Spruce-Pine-Fir Hem-Fir G C�Ckl / #2 Standard #2 Stud J #3 4' 7' 7' 9' 8' 3" 9' 7" 9' 11' 11' 5' 14' 0' 14' 0" #3 Stud #3 Standard O • H P Stud 4' 7' 7' 8' 8' 2" 9' 7' 9' 11' 11' 5° 11' 10" 14' 0' 14' 0' 14' 0' 14' 0' QJ 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 PlnewAw #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" (U DFL Stud 4' 8'• 7' 0' 7' 5" 9' 3" 9' 11" 11' 5' 11' 11' 14' 0' 14' 0" 14' 0' 14' 0" dStandard 4' 7' 6' 2' 6' 7' 8' 2' 8' 9" 11' 1" 11' 10' 12' 10" 13' 9' 14' 0' 14' 0' Group B: _U r #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 _ r #3 5' 3' 9' 3" 9' 9' 10' 11' 11' 4' 13' 0' 13' 7" 14' 0' 14' 0" 14' 0' 14' 0' #1 & Btr c_ U If Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4" 13' 0' 13' 7' 14' 0' 14' 0" 14' 0' 14' 0" #1 QJ O I�r 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 Pine."x • #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' S' 8' 6" 9' 1" 11' 0' 11' S' 13' 1' 13' 8" 14' 0' 14' 0" 14' 0" 14' 0" 1x4 Braces shall be SRB (Stress-Rated Board). cu T� Stud 5' 5' 8' 6' 9' 1" 11' 0' 11' 5' 13' 1' 13' 8" 14' 0' 14' 0' 14' 0" 14' 0" �I DFL L ■xwFor 1x4 So. Pine use only Industrial 55 or Standard 5' 3' 7' 6' 8' 0' _ 10' 0' 10' 9' 13' 0' 13' 7" 14' 0' 14' 0' 14' 0" 14' 0" Industrial 45 Stress-Rated Boards. Group B 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. SPF #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: LG U -F 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). 0 S #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. 7- ajrI 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 Attach 'L' braces with l0d (0.128'x3.0' min) nails. , Aboutl Iable Truss � 'I I a x For (1) "L' brace: space nails at 2' o.c. �011444411444N, i in 18' end zones and 4' o.c. between zones. Diagonal brace option: _ X4(For (2) 'L' braces: space nails at 3' 0 vertical length may be T 1 In 18' end zones and 6' o.c. between zones. doubled when diagonal 18' x ■ 0 'L' bracing must be a minimum of 80% of web brace Is used Connect ■ Ar , 0 member length. diagonal brace for 335# at each end. Max web Brace �;* Gable Vertical Plate Sizes total length is 14'. L'-� r i Vertical Length Na Splice 2x4 DF-L #2 or Less than 4' 0' 1X4 or 2X3 Greater than 4' 0', but better diagonal + b less than Il' 6' 2X4 Vertical length shown brace; single 18" YE b Greater than 11' 6-; X Vll table above. or double cut Q 0 3 45° (as shown) at L_ i 0 + Refer to common truss desi n for 9 upper end. ■ • i eek, splice, and heel fates. D D r ���"".` I O ` P P P ' ontinuous Bearingi _ / Refer to the Building Designer for conditions Connect diagonal at F` 9 -t midpoint of vertical web. Refer to chart above For rtwt , • w not addressed by this detail. wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! V� REF AcrE7-10-GAB12015 ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. r� Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and /b /�. LATE 1�701�14 fallow the latest edition of BCSI CHullding Component Safety Information,by TPI and SBCA)for safety K follow prior to m!ng these functions. Installers shall provide temporary bracing per HCSI. Unless noted otherwise, top chard shall have properly attached structural sheathing and bottom chord DR /G A1z015ENC101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs �J i,J F� FIrF shall have bracing installed per aboIand sections B3, or BIO,as unless Applyt rwtes to each face 08/30/2017 /, J BN III of truss and ingposition asshown above and on theB7Joint Details,anless noted pplates U �J Refer to drawings 161#- or standard plate positions. OREGON AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from �/�'} this drawing, y failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, v"/rjo/17 .p MAX, TOT 1 n 60 PSE Installation&any of trusses. G LI'14,26 it0 L L J A seal 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 *sell 13389 Lakefront Drive for any structure is the responsibility of the Building Designerrperper ANSI/TPI I Sect. 8e����A"'' Earth City,MO 63045 For more information see e this job's general notes page and these web sites: ALPINE: www.alpineitw.comi TPI: www.tpinstorgi SBCA: www.sbcindustry.orgi ICG www.iccsafe.org Renewal 6/30/2018 MAX' SPACING 24.0"