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• VERIFY GABLE BOTTOM CORD VLTED OR FLAT BOTTOM ? f 44' 10" ii+-N+N I 39'6" / "i -- EGE AGE - i Jm - [ . T Z 1 N co a 10 N Vii — co ' I� n 3 11 o m � 'f m 110 1, v 1 BCE m `- 43'6" Customer: PARR LUMBER-HILLSBORO 0 a) m o Deso. : WindWood Birch Pin Lot 30 0 ADDRESS: VERIFY u I- z N oz Designed by: BILLY BREESE Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1W3S7175Z1030090855 Truss Fabricator: Truss Components of Oregon Job Identification: 0817275--PARR LUMBER-HILLSBORO -WindWood Birch pin Lot 30 -- VERIFY VERIFY, OR Model Code: I RC Truss Criteria: I RC2012/TPI-2007(STD) DEQ PROFS Engineering Software: Alpine proprietary truss analysis software. Version 16.01. AP- Truss Truss Design Loads: Roof - 42 PSF @ 1.15 Duration �G GINF iO Floor - N/A wO 83294PE�� 1...;„, Wind - 120 MPH (ASCE 7-10-Closed) i' Notes: 1. Determination as to the suitability of these truss components for the OREGON structure is the responsibility of the building designer/engineer of ` `z/�y14 sod' 0 record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 *loll Tan,t Rti -1w Details: 12030EC1-GBLLETIN-GABRST10-BRCLBSUB-12015EC1- Submitted by RTT 09:08:31 08-30-2017 Reviewer: BFR $ $ 08/30/2017 # Ref Description Drawing# Date 1 22601--AGE 17241009 08/29/17 2 22602--A 17241010 08/29/17 3 22603--A1 17241011 08/29/17 4 22604--B 17241012 08/29/17 5 22605--BGE 17241013 08/29/17 6 22606--DG 17241022 08/29/17 7 22607--CGE 17241014 08/29/17 8 22608--C 17241015 08/29/17 9 22609--EGE 17241016 08/29/17 10 22610--E 17241017 08/29/17 11 22611--F 17241018 08/29/17 12 22612--G 17241019 08/29/17 13 22613--H 17241020 08/29/17 14 22614--R1 17241021 08/29/17 (0817275--PARR LUMBER-HI LLSBORO -Wi ndWood Bi rch pl n Lot 30 -- VERI FY VERI FY, OR - AGE) THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. Top chord 2x4 HF #2 Ti: 2x4 DF-L #1&Bet. : (**) 2 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 HF #2 plot details for s ecial Webs 2x3 HF #2 p posi ti oni ng requi rements. :M12, M13, M14, M15, M16 2x4 HF #2: 120 mph wind, 22.69 ft mean hgt, ASCE 7-10, CLOSED bldg, Located an and anywhere i n roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wi nd BC Truss desi gned to support 1-0-0 top chord outl ooker s cladding Ioad not to exceed 5 PSF one face, and 24" span DL=0.6 psf. opposi te face. Top chord may be notched 1.5" deep X 3.5" periodically Wind I oads and reacti ons 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. Provide lateral wng ind bracing per ITWBCG wind bracidetails or er 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. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Ioad applied per IRC-12 section 301.5. (a) #3 or better scab reinforcement. Same size & 80% len th 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 I oad i s 1.50. 3X7(**) T 3X7(**) o''°°°°°°° %4°.°171.1°.°: - ' - ... A113 14:'1115 T1di � a) %(aa (a) 10-2-11 6 r -1 6 //////////////////////////////////////////////////////// /// 1 0 18-0-0 3X5(A1) = 5X7= 3X5(A1) 12-4-11 1-6-0 I. J 19-9-0 _ 19-9-0 -=--.- r_. 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. �QO PROPk. Design Cri t: I RC2012/TPI -2007(STD) .(f. SS, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. .4°-0 GNE Truss Components ofOregon (503)357-2118 **WARNI NG!**READ AND FOLLOW ALL NOTES ON TN'S DRAWING! Lf �0 OR/-/1/-/-/R/- SCal e =. 1875"/Ft. _ 825 N 4th Ave,Cornelius OR 97113 **IIPORTIINT** FURNISH ThIS aueNG TO ALL CONTRACTORS INcweING TIE INSTALLERS. 83294PE �TC LL 25.0 PSF REF R7108/29/17 8/ 22601 — Trusses regul re extreme care I n fabricating, handl l ng, shi ppi ng, I nstal l l ng and bracing. Refer to and fol l ow iti - the latest edition of SCSI (Building Component Safety I nformati on, by TPI and RICA)for safety practices prior C DL 1 0.0 PSF DATE T. to performing these functions. I nstal I ers shall provide temporary bracing per SCSI. Unless noted otherwise, - 08/29/1 7 Oligibill top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 7 C DL 7.0 PSF .4 t, O`� secti ons 83, BT or B1O, as Opel 1 cable Apply plates to each face of truss and posi ti on as shown above and on ���3��2�1/ DRW CAUSR7175 17241009 II ,MIN I the Joint Details, unless noted otherwise. Refer to drawl 160A- p post tl ens. 1 ha Z for standard Iota Al pi ng, a di vi si on of 1 TVI Elul ng Components Group Inc hhAl I not berorpfori hl a for anyduel anion from this OREGON C LL 0.0 PSF CA-ENG BFR/RTT I d drawl ng, any failure to but 1 the truss ss i n conformance ance with ANSI/TPI 1, or for handl I ng, shi ppl ng, AN ITW COMPANY i nstal I an on a bran ng of trusses. :sem DI." dr wlito BBQ ewsearaspeg s'I �tthinault'.birity ata;�e Si'° pt.dt.W`�ro..,.� tt 'ire�a"0h. 64 41a 14.2° ' �0 TOT. LD. 42.0 PSF SEAN- 136297 8351 Rovana Circle ^ I a I I ty of the But I AI RN Deal pear per Axel ITPI ,See.2. ell Tan DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more i nfermati on see this J ob•s general notes page and these web sites: ALPI NE: www,al pi mel tw.corn; TPI: wxwtel nst org; NTCA: weal sbcl ndustry.corn; ICC: wwwI ccsafe.org Renewal mamas SPAC I NG 24.0" JREF- 1 W3S7175Z 10 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0817275--PARR LUMBER-HILLSBORO -WindWood Birch pin Lot 30 -- 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 in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC Webs 2x4 HF #2 :W1, W2, W8 2x4 HF Std/Stud: DL=0.6 psf. Cal cul ated hori zontal defl ecti on i s 0.26" due to Iive Ioad and 0.28" Wi nd I oads and reacti ons based on MWFRS wi th addi ti onal 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 Ioad applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase 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= il T 5X7:-•••••••••00°°°°.°° X7 4%14416X8- 1. 574:1111111111116L . 5X4� 1;1! A. 5X410-2-11 6 r-- 6biz3 HO715= 64 _3 — 18-0-0 3) ==- 3X5= .. AiiihNii1. 3X5= 5X7-=---- \ 3X12(F2) I, 3X7 IZ-4-1J 1-6-0 L. 6-4-13 10-1-12 6-5-6 _1— 9_76_4-10-13 +2_8_8.61-:1 0-1 8-86110-13 8-3-8 5-10-13_ _I_ 8-9_011-5 'I 19-9-0 ,I— 19-9-0 22-5-8 —1' 8-3-8 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 Desi gn Cri t: I RC2012/TPI –2007(STD) IkEO PROFS. PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01. fL r ._4"«islib_SSi OR/–/1/–/–/R/– Scale =. 1875"/Ft. Truss Components of Oregon (503)357-,:118 "WARNINCIetRFADAND FOLLDRALL NOTES ONTHISDRAIN NGI 25.0 PSF REF R7175– 22602 825 N 4th Ave,Cornelius OR 97113 "I YpORNr rA • FURNISH TNI s DRAWING TO ALL ACONTRACTORS I NCLUDI NB THE INSTALLERS. Trusses requl re extreme care In fabri call ng, handling, sill ppi ng, Installing and bracing. Refer to and follow the latest edition Of BCSI (Bedntl W diing Component Safety Information, by TPI aICA) for safety practices priertrAgailla TC LL _ DL 10.0 PSF DATE 08/29/17 to performing these functl ons. Installers shall provide temporary bracing per BCSI Unless noted otheral se, top chord shat I have properly attached structural sheathing and bottom chord shall have a properly attached rigid cell Ing. Locations shown for permanent lateral restral nt of webs shall have bracing Installed per BC BC DL 7.0 PSF DRW CAUSR7175 17241010 ,4 �1�`gilhh I sect)ons B3, BT or B10, as appl I cable. Apply plates to each face of truss and post tl on as shown above and on 08/30/2017 II J I the Jot nt Octal Is, unless noted otherwise. Refer to drawings 160A-Z for standard plate pool tl ons. I Al pi ne, a di vi si on of I TW Elul I di ng Components Group Inc. shat I not be reopens,bl a for any devi ati on from this OREGON BC LL O.0 PSF CA–ENG BFR/RTT drawl ng, any fol I ore to bul I d thetruss I n conformance vel til ANSI/TPI 1, or for handl I ng, sill ppl ng, AN ITW COMPANY Installanion&bracing Of trusses. 13c TOT. LD. 42.0 PSF SEAN– 136273 . A seal on thl s drawing or cover page 11 st1 ag thl s drawing, I ndl esters emptsnce of profsssl onal •egl neeri ng 4 ICY 14t 20� 0 responsi bill Ty solely fbr the design shown. The sal tad l ty and use of thin drawl ng for any structure Is the 8351 Rovana Circle responslbillty of the Belldlnd Designer per ANsi/TPI 1 sec 2. 8DUR.FAC. 1. 15 FROM BB e 11Tan Sacramento,CA 95828 ALPI NE: www,, more Information see this job's general notes page and these web sl tee: SPACI NG 24.0" JREF– 1W3S7175Z10 .al pi mei Sc,con; TPI: www.tpi nst.erg; aTCA: www,sbci ntlustry.com; ICC: www.I ccsafe.org Renewal 6/30/2018 (0817275--PARR LUMBER-HILLSBORO -WindWood Birch pin Lot 30 -- VERIFY VERIFY, OR - Al) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMI TTED BY TRUSS MFR. 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 in roof, RI SK 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 I oad and 0.28" Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member due to dead Ioad. design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 Iive and L/240 total I oad. Creep increase factor load applied per IRC-12 section 301.5. for dead Ioad i s 1.50. Cal cul ated verti cal defl ecti on i s 0.50" due to Iive Ioad and 0.55" due to dead Ioad at X = 30-9-0. 5X5 6X6= T 6 ,- 6X8 ,� 1. 5X40 1. 5X41 10-2-11 \5111;0'..... —1 6 T4 J 3 H0715-- B4 .. 3X55 7— 3 ��\ 16.0-0� 3X10(63) = 3X5= 3X5= 3X12(F2) 1-6-0 L 6-4-13 10-1-1—L2 -4 110-1-12 6-5-6 I— 9-76410-13 +2_8_861-_10-13 J J_ _5-10-13 6-11-5 I"` 8 3-8 i 8-9-0 c 19-9-0 19-9-0 22-5-8 8-3-8 I— 8-9-0 39-6-0 Over 2 Supports R=1704 U=321 12L.174/-168R=1830 U=342 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) it PR0F , PLT TYP. 20 Gauge HS,Wave FT/RT=2%(O%)/4(0) 1 b.01. r sIS Truss Components of Oregon (503)357-1118 "WARNINGIww READ Oxo FOLLOW ALL NOTES ON THIS DRAIN NGI .,e, "'UNA OR/-/1/-/-/R/- Scale 1875"/Ft. 8ss N 4th Ave,Cornelius OR 97113 w*IMPORTANT•' FIAWI SH THIS minim TD AL1.Coxrxacmu I NCLUDI NG THE INSTALLERS. ier .Q TC LL 25.0 PSF REF R7175- 22603 Trusses requl re extreme care n fabrl earl ng, handl ng, shi ppl ng, I nstal I I ng and bract ng. Refer to and fol I ow 83294PE the latest etlltlon of 0051 (BUIlding Component Safety Information, by TPI and W1 CA) for safety practices prior r� DL to perform)ng these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwi se, ... - 01i1164 - 10.0 PSF DATE 08/29/1 7 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing Instal Ied per BC BC DL 7.0 PSF ,4 IL 7 scot)ons Bl, B7 or Uno, as app)I cab)e. Apply pl ares to each face of truss and position as shown above and on DRW CAUSR7175 17241011 II MN .I,�7J1 1 the Joint Details, less noted otherwl se. Refer no tlrawl ngs 160A-Z for standard plate post ti ons. 08/30/2017 I Alpine, a dlvisIon of ITW nulIding ussponeGroup Inc. shat1 not be rorforibla for any devlatien from tnla OREGON BC LL 0.0 PSF CA-ENG BFR/PTT drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handl lng, shi Dpi ng, AN ITW COMPANY Instal lata on A brad ng of trusses. A sect on thl,drwelrp en cover pope Iieflop this yrewleg Indlnet.,am tanto of professional .np,n«rpeg t'L�y d► C TOT. LD, 42.0 PSF HON- 136276 reseennl bl l l ty solely for the dealgn shorn. The sal tab)li ty and Nae of this ArerA np for any stnvctpre 1s the 14,21 e 8351 Rovana Circle reaponsl bl l I ty of the BUl I di ng Designer per ANSI/Tel 1 Sec.2. �gp"Tan a DUR. FAC. 1. 15 FROM BB — Sacramento,CA 95828 For more information see thl s)ob•s general notes page and these web si res: �i G,• ALPINE, www.al pi meitw.com; TPI; www.tpinst.org; I./ICA:ICA: www.sbndustry.cow ICC: www.Iccsafe.org SPACI NG 24.0" J RE F- 1 W3S7 1 75Z 1 0 Renewal 8/30/2918 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0817275--PARR LUMBER-HI LLSBORO -Wi ndWood Bi rch pin Lot 30 -- VERIFY VERI FY, 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 In roof, RISK CAT I1, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x4 HF #2 :W1, W7 2x4 HF Std/Stud: DL=0.6 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Ioad applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total Ioad. Creep increase factor for dead load is 1.50. 5X5 3X7 3X50 T 3X5 X5 1. 5X4o� ''� \)01;%ll14Illiii444:: 444%iii 6 I(a) 10-2-11 r (a) (a) -1 6 W1l \ 4_18-0-01 3X10(63) = 3X5= 6X8= 3X55= 4X8(63) 1-6-0 I_ 6-11,5 0-1-12 . 6-4-13 _L 9-7-46-4-13 >1.c 6-4-139-7-4 J_ 6-4-13 J� 10-1_6211-5 19-9-0 19-9-0 J 1< 39-6-0 Over 2 Supports R=1702 U=323 R=1824 U=344 W=5.5" RL=174/-168 Design Cri t: I RC2012/TPI -2007(STD) lik(GO PROpF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. +p `rcA ',, � � i OR/-/1/ /-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 "WARM NGI"READ AND FOLLOW ALL NOTES ON THIS DRAM NGI t 825N4thAve,CorneliusOR97113 '•ImoRTANT•w FIMNISH THIS DRAPING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ` � TC LL 25.0 PSF REF R7175— 22604 Trusses require extreme care In fabricating, handling, shlpping, installlog and bracing. Refer to and follow /� DATE 08/29/1 7 the latest edltlon of BCS, (Buil dl no Component Safety Information, by TPI and AICA)for safety practices prior rL y DL 10.0 0 PSF .... to performing these fpncti ons. Installers shall provide temporary bracing per BCS1. Unless noted otherwise. 000 — top chord shall have properly attached structural sheath'ng and bottom chord shall have a properly attached rigid tolling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC BC DL 7.0 PSF DRW CAUSR7175 17241012 ,4 O`� n sections B3. B7 or 010. as appl i cable. Apply plates to each face of truss and position as shown above and on 1111 L 1 I the Joi eat Detai i s, onl ess n ted otherwise. Refer tO drawings 16OA-Z for standard plate pose tl�s 08/30/2017 BC LL 0.0 PSF CA-ENG BFR/RTT I , Al pi no, a tli vi sl on of 11W Sal I ding Components Group Inc. steal I not be responsible for any tlevl ate on from the OREGON drawl ng, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY inatalian on a brace ng of treses. A C TOT. LD. 42.0 PSF SEON— 136278 . A seal an the s dread ng or cover page I Intl ng then dread ng, I ndl eaten acceptance of profess)ohs1 enol neer'ng /_ 4L r 14,20� e rasponsl bill ty solely for the design shown. The sal tabs Ity and use of this drawing for any structure Is the �.8DUR.FAC. 1. 15 FROM BB 8351 Rovana Circle responsl hi I I ty of the Bel I ding Desi gn er par MIST/TPI 1 Sop.2. a 11 Tar,` Sacramento,CA 95828 For more inform,, PIon see Lola fob's general notes page and these web rites: SPACING 24.0" JREF— 1W3S7175Z10 ALPINE: *my.al pi eel Ow.con; TPI: www.tpl ns[.org; aTCA: www.sbcl ntlustry.cam; ICC: www.iccsafa.org Renewal& �� THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0817275--PARR LUMBER-HILLSBORO -WindWood Birch pin Lot 30 -- VERIFY VERIFY, OR - BGE) Top chord 2x4 HF #2 (**) 1 plate(s) require special posi ti oni ng. Refer to scaledlate Bot chord 2x3 HF #2 ord 2x4 HF #2 pl of detail s for specs al posi ti oni ng requi rements. p :M12, M13, M14, M15, M16 2x4 HF #2: 120 mph wind, 22.91 ft mean hgt, ASCE 7-10, CLOSED bldg, Located ani Truss desi gned to support 1-0-0 top chord outl ookers and cladding load DLO.6re psfn roof, RI SK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC 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" 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. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind engineerloferal record. 2X3aci studsnper requI irJeCG reiYi nforcndcementgatetai 70%l os or f theer bracing requirements. length tabulated for 2X4 studs of the same grade. (a) #3 or better scab rei nforcement. Same si ze & 80% I enth of web Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. 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. 5X5= T 3X53X7(**) %M13' 114 15� ' 6 r— a12 ,a) la)a (a) 10-2-11 6 g A ////////////////////////////////////////////////////////////// //,//////////////////////////////////1/////////////////////// *4 18-0-0 3X5(A1) t 5X5 3X5(A1) 1-6-0 I, 19-9-0 -.I— 19-9-0 J r 39-6-0 Over 2 Supports 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: All Plates Are 1.5X4 Except As Shown. Design Cri t: I RC2012/TPI —2007(STD) CEO PROFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. f A ` p �•. sl�F?�ri � OR/—/1/—/—/R/— Scale =. 1875"/Ft. Truss Components of Oregon (97 13 7-2118 "WARM NGI READ AND NC OM ALL ONTRA ON THIS DRAIN NGT ,�Ui `,, TC L L 2 5.0 PSF 825 N 4th Ave,Cornelius OR 971/13 "I IPORTANr'• FU NI SH This DRAIN NG TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS. `���""']""" REF R7175— 22605 Trusses requi re extreme care I n fabrl cat]ng, handl I ng, shi ppl ng, I nstal I 1 ng and brat!ng. Refer to and fol I ow the latest edition of BCSI (Bun ding Component safety Information, by TPI and NECA)for safety practi ces prior DL 1 0.0 PSF DATE 08/29/17 n to perform)ng these functl ens. Installers shall Provi de temporary brae!ng per BCSI. Unless noted otherwise, ' — top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gi d cel I i ng. Locations shown for permanent I ateralrestraint of webs shal I have braes ng Installed per Bc. BC DL 7.0 PSF DRW CAUSR71 75 17241013 Ail L �� ecti ons 83, B)or 010, as app!I cable. Apply plates to each face of truss and position as shown above and on Og�30�2�1 7 A fl O I the Jol nt Petal Is, unless noted otherwl Se. Refer to drawl nes 160A-Z for standard plate pos,01 ons. BC LL I Al pi ne, a di vi Si on of I1W Bu],di ng Components Group,nc. shat, not be respond bl a for any deviation from t„,s OREGON 0.0 PSF CA—ENG BFR/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANY Instanatien A bracing of trusses. TOT. LD. 42.0 PSF SEAN— 136282 . A seal on this dread ng or ewer page I i std np this drool ng, I MI utas acceptance of professi olid engl neeri ng A �/EY 0� /�� rssponsl hl l I ty sol el y fbr the deal an shown. The sal teal I ty and use of this drawl ng for any structure Is the �� �4+s !V 8351 RBvana Circle respensi bl 11 ty a the Moulding Dews prier per ANSI/TPI 1 Sec.Z. 8e”Tan e` DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more 1 nformati on see this Job's general notes page and these web d tes: V SPACING 24.0' ALPI NE: .al p]Dei tw.coTPI: wow.tpi nsa org; OTCA: vnvw.sbd ww ndustry.com; ICC: w.i ccsafe.org J RE F— 1 W3 S 717 5 Z 10 wwwm: Rnnasand NIIf/I91MR THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0817275--PARR LUMBER-HI LLSBORO -WindWood Birch pin Lot 30 -- VERIFY VERIFY, OR - DC) Topchord 2x4 HF #2 Bot chord 2x6 DF-L SS 2 COMPLETE TRUSSES REQUI RED I t •k 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 ® 3.00" o.c. (Each Row) • Special loads Webs : 1 Row e, 4" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15 Use equal spacing between rows and stagger nails in each row to avoid splitting. TC - From 93 PLF at 0.00 to 132 PLF at 9.50 4" o.c. spacing 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 Ib 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 lateral wind bracing per I TWBCG wind bracing details or per Truss desi gned to support 1-0-0 top chord outl ookers and cladding load engineer of record. 2X3 studs require reinforcement at 70% of the length not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord tabulated 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 requi rements. 5X7(R) III UT PLATE LATERAL CHORD ( ) No SIZE SHI FT BITE [11] W4X8 S 4.25 n [12] W4X5 4.25 L 1.25 [37] W4X5 4.25 R 1.25 [38] W4X8 S 4.25 4X5[12] 4X5[37]8-3-13lOAdlIIIiIiII 10 i 5X10(1310R) 4X8[11] III 8X8(R) III 4X8[38] III 5X10(1310R) 1.(------5-0-2 '1< 4-5-14 -I- 4-5-14 > 5-0-2 - I_ 9-6-0 9-6-0 J f' 19-0-0 Over 2 Supports R=9133 U=1730 W=5.5" R=8439 U=1580 W=5.5" Note: All Plates Are 1. 5X4 Except As Shown. Design Cri t: I RC2012/TPI-2007(STD) CEO PROFS. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. y_�.i/sEvol., 41 OR/-/1/-/-/R/- Scal e =. 25"/Ft. Truss Components of Oregon (503)357-2118 w°WARM NGI ww READ FOLLOW(AU.NOTED ON THIS DRAM NAP TC Li 25.0 PSF 825 N 4th Ave,Cornelius OR 97))13 "" ' THIS DRAWING To s11CONTRACTORS 1 Ncttul NG THE INSTALLERS. (6. I33294PE ��^] REF R7175- 22606 Trusses retail re extreme care 1n fabrl ca ti ng, handling, shi ppl ng, installing and bract g. Refer to and fol lor the latest edl ti on of BCSI (Bull ding Component Safety Information, by TPI and eTCA)for safety practices prior /- DL 10.0 PSF DATE 08/29/17 n to perform)ng these functions. Installers shall provide temporary brae]ng per BCSI. Unless noted otherwl se, - top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cel 11 ng. Locations shown for permanent lateral restraint of webs shal I have bracing Installed per BC BC DL 7.0 PSF DRW CAUSR7175 17241022 ections Ba, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on I the Joint petal 1 s, unless noted otherwl se. Refer to drawl ngs 160A-Z for standard pl ate post ti ons. 08/30/2017 BC LL ,4� ,PON : dAI pine, a di vi awing, any fel a intTV/Bul I di bi the�truComponents cofo nanceno.withhANSI/TPlbi,nor fioriM1andlinganshtlpepin9lon from this OREGON 0.0 PSF CA-ENG BFR/RTT AN ITW COMPANY I nstal I atl on a bracing of trashes. TOT. LD. 42.0 PSF SEQN- 136316 . A seal on til a drawing or cover page I I stl ng thl•drawing, I ndl ROt•s acceptance of professl onal •npl ne•ri np �` `LCY 14,R0� 89 responsi bl I 1 ty sol al y for the design show,. The w1 tab]I ty and use of thl s drawl p for any structure I s the _•s t 8351 Rovana Circle pwnlbll l�of the PLO ldlp Beelgner par ANsI/TPI I see.z. V"8e11 Tan ` DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformati on see this)ob•s general notes page and these Bob sites: SPACI NG 24.0" J REF- 1 W3S7 1 7 5Z 1 0 ALPINE: www,al pi meitw.con- TPI; www.tpinst.ore: WTCA: wee www. sbcindusfry.con, ICC: iccsafe org Marmoreal �� t THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0817275--PARR LUMBER-HI LLSBORO -WindWood Birch pin Lot 30 -- 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, 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 designed to support 1-0-0 top chord outlookers and cladding Ioad Wind loads and reactions based on MWFRS with 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" peri odi cal I y 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 requi re rei nforcement at 70% of the length tabulated 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 I oad applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total load. 4X5.- Creep increase factor for dead Ioad is 1.50. /PIN 6-1-2 ■ 18-0-0Ir 2X4(B1) = ( 1) -- 1.<1-6-C›..1L1-6-0>I lac 6-10-0 -I< 6-10-0 >1 6-10-0 ,I, 6-10-0 J 13-8-0 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. Desi gn Cri t: I RC2012/TPI-2007(STD) ��EO Po, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. <<�� ;, S'i� OR/-/1/-/-/R/- Scale =, 375"/Ft. Truss Components of Oregon (503)357-2118 ••WARNINGI••READ AND FOLLO■ALL NOTES ON THIS DRA■INGI 1 825 N 4th Ave,Cornelius OR 97113 ••I■PORFum• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING IRE INSTALLERS. Net TC LL 25.0 PSF REF R7175- 22607 _ Trusses regui re extreme care 1 n febri cats ng, handling, shl ppl ng, install I ng and bracing. Refer to and fol I ow the latest edition of BCS! (Buil ding Component Safety I nformati on, by Tel and NTCA) for safety practices prior 4r00.'-' _ DL 1 0.0 PSF DATE 08/29/17 to perform)ng these fundi ens. instal lens shall provide temporary bracing per BCS). Unless noted otherwise, top chord shall have properly attached structural sheath,ng and bottom chord shall have a properly attached v rigid cel 1 i ng. Locati ons shown for permanent lateral restral nt of webs shall have braving Installed per BCSI BC DL 7.0 PSF DRW CAUSR7175 17241014 Ail ; sections 83, Bi or 810, as appl i cabl e. Apply plates to each face of truss and post t on as shown above and on 08/30/2017 ,L=41 the Jai nt entails, unless noted otherwise. Refer to drawings 160A-Z for standard plate poslLIons. BC LL AI pine, a di vi sl on of I TW Building Components Group Inc. shall not be responsible for any devi atl on from this OREGON 0.0 PSF CA-ENG BFR/RTT drawing, any fat I ure to but I d the truss I n conformance WI th ANSI/TPI 1, or for handl 1 ng, shi ppl ng, AN ITwC.OMPANY installation a brad ng of trusses. tr, �■ r TOT. LD. 42.0 PSF SEAN- 136299 . A seal on thl s drawl ng or cover page I I sting thl a drawl ngI ndl sates accepter.of profess)anal engl neer)ng 4 EY 14,20 m responsl DIll ty sol el y for the design shown. The sal tablI I ty and use of this drawl ng for any structure Is the 8351 Rovaeu Circle � resRo<t l bi l l ty of the Bul l ding Mplat par ANSI/TPI I BalK.2. $$a 11 Tan''` DUR. FAC. 1. 15 FROM BB • Sacramento, For more Information see this)ob's general notes page and these web sites: SPACI NG 24.0" JREF- 1W3S7175Z10 ALPINE: www.al pi mei tw.corn; TPI: www tel nst.erg; RICA: www.sbci ndustry.corn; ICC. nova iccsafe.org Renewal 6/3012018 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0817275--PARR LUMBER-HI LLSBORO -Wi ndWood Birch pin Lot 30 -- VERIFY VERI FY, 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, 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 I oad applied per IRC-12 section 301.5. design. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor for dead I oad i s 1.50. 4X5(R1) i . 10 � 10 6-1-2 iihhhh. 18-0-0 2X4 A6R) -c----- 1. 5X4 III 2X4(B1) -- L1-6-0J r 6-10-0 >I. 6-10-0 >) 6-10-0 I 6-10-0 f< 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: I RC2012/TPI -2007(STD) 9' PROFS, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. •<<�� ;, 'SA, OR/-/1/-/-/R/- Scale =, 375"/Ft. Truss Components of Oregon (503)357-2118 "WARM NGI'•Reno AND FOLLOW ALL NDTES ON TH1 s DRAWING! TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 `•11PORTIIRT•` FURNI SH TNI s wen RD TO ALL CONTRACTORS 1 Reuel NG nue I NSTILLLERSS. REF R7175- 22608 Trusses requi re extreme care I n fabri cati ng, handl I ng, shi ppl ng, installing and bra.ng. Refer to and Pal I ow _ the latest edition of SCSI (Bai!di ng Component Safety Information, by Tel and WTCA)for safety practices priorff.,,....... aNk DL 10.0 PSF DATE 08/29/17n to performing these foncti ons. Installers shall prod de temporary brace eg per SCSI. unless noted otherwise, — top chord shal I have properly attached structural sheathing and bottom chord shall have a properly attached rigid cel I Ing. Locati ons shown for permanent lateral restrai nt of webs shall have bra.ng I nstal I ed per BCS1 BC DL 7.0 PSF DRW CAUSR7175 17241015 ,4 r O`� sections em, B7 or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and on II L J I the J.nt Dotal ls, unless noted otherwise. Refer to drawings 160A-Z for standard plate past ti ons. 08�3��2�1 7 . Alpine, a division of ITW BaiIdlrg components Group Inc. shat, not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any Tai 1 ere to bel I d the truss I n conformance wits ANSI/TPI 1, or for handling, shi ppl ng, AN ITW COMRANY I nstal I ati on s brad ng of trusses. seal on this drawl q or came/page tiering the.drool q I ruff cotes t.nee of rofesel.nl 13 gAti 14,gGO" C' TOT. LD, 42.0 PSF SEAN- 136307 responsi bi 1 I ty sol el y for the design shown. The sul tebl'I I ty and use offttll s drawl ng for any structure neer' the GS �0 • 8351 Rovana Circle bill ItY of the Bal l dl eg Deal gear per AxsifTPI 1 .z. 80,,Tan DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nforn¢ti on see this Job's general notes page and these web sl nes: ALNNE: www,al pi nei tw.corn; TPI: awe.tpi nst.erg; WTCA www.sbci ndustry.con: ICC: www.I ccsafe.org Renewal 6/30/2018 SPAC I NG 24.0" J REF- 1 W3S7175Z 10 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0817275--PARR LUMBER-HI LLSBORO -Wi ndWood Birch pin Lot 30 -- VERI FY 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 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 alIowed within 12" of Right end vertical not exposed to wi nd pressure. notches. Do not notch in overhang or heel panel. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for able wind Provi de I ateral wi nd bracing per I TWBCG wi nd braci ng details or per bracing requirements, g engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease applied per IRC-12 section 301.5. factor for dead load is 1.50. 8 d P 3 -11-2 .I.I il MI I 1J NE.-:-...19-0-0 2X4(A1) L--1-6-0— 5-1-4 -12"12I 5-4-0 Over 2 Supports R=440 U=162 W=3.5" RL=248/-42 R=262 U=180 Note: All Plates Are 1.5X4 Except As Shown. Design Cri t: I RC2012/TPI-2007(STD) FtE°PRoF-1 PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. •ic.o_, ss' Truss Components of Oregon (503)357-22118 ••WARN1 NGI ww READ MD FOLLOW ALL NOTES ON THIS DRAM NGI «'�:�/J7\ OR/-/1/-/-/R/- Scal a 5"/Ft. 825 N 4th Ave,Cornelius OR 97113 ••IIPORrANT•• FURNISH THIS DRONING TO ALL CONTRACTORS I NCLIAING THE INSTILLLERS. IC LL brl 25.0 PSF REF R7175- 22609 Trusses require extreme care In facat]ng, handling, shipping, instal II no and bracing. Refer to and follow the latest etlitlon of SCSI (Building Component Safety Information, by TPI and FrtCA)for safety pracflces prior "...... DLto performing these foncti ons. Installers shall provi de temporary bracing per SCSI. Unless noted otherwise, 10.0 PSF DATE 08/29/17 top chord shall have properly attached structural sheath!no and bottom chord shall have a properly attached rigid ceiling. Location shown for permanent Iaferal restraint of webs shalI have bracing Installed per BCSI BC DL Tl 1 O`� ; sect]ons B3, B7 or B10, as app)1 taboo. Apply plates to each face of truss and post ti on as shown above and on 08/30/2017 7.0 PSF DRW CAUSR7175 17241016 II L J N1 the Joist edtail s, unless noted cable lse. Refer to drawings tbeAof for standard plate post tl ons. I Al pine, a dl v]sl on of I Tw Bul t no, rg Components croup Inc. shall not be rorfori hI a£nr any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/PTT drawing, any£allure to build the truss In conformance wl th ANSI/TPI 1, or for handling, shi ppl ng, AN ITW COMPANY I nstal I ati on&bract no of trusses. A seal on this draw ng or cover paps listing this drawl ng, Intllubs acceptance of profess)mai .nyl n..ri ng 11 ,I, 04b 14.200' 0 TOT. LD. 42.0 PSF HON- 136287 responsl bill ty sol el y for the deal gn slow), The sul tab)I 1 ty and use of tills drawl ng for any structure I s the 8351 Roma Circle reasons!bi I Ity of the Sul Iding Designer per ANSI/Tpl t S.O.S. $•egg Tan`t DUR.FAC. 1. 15 FROM BB • Sacramento,CA 95828 For more Information see this)ob's general notes page and theseweb sites: ALPI NE: www.al pi mei tw.caTPI: www.VII nst.org; eTCA: www.sbci ndustry.cpm, ICC: www.i ccsa£e.org SPACING 24.0" J RE F- 1 W3S 7175 Z 10 m; Renewal 8(30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0817275--PARR LUMBER-HILLSBORO -WindWood Birch pin Lot 30 -- 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 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 Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member I oad applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total Ioad. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1. 5X4 III i 413-11-2 8 II .j ►. .49-0-0 1. 5X4 III 2X4(A1) L--1-6-0—>l 5-1-42">11''112 l5-4-0 Over 2 Supports--> R=377 U=28 W=3.5" RL=75/-38 R=211 U=49 Desi gn Cri t: I RC2012/T0�PI -2007(STD) F PROF, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. !,,,;, • t „_fi `row OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ...WARN!NGI•.READ AND FOLLOW ALL NATES DN TRIS DRAM NGT , TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 •'I IPONfANi•• IIAtN!SH rx1 s DRAM NG m ALL CONTRACTORS I xcLUD1 NG THE I NSTAUE 1s. REF R7175- 22610 Trusses requl re extreme care 1 n fabri call ng, handl I ng, shi poi ng, instal 11 ng and bract ng. Refer to and fol I ow the latest edlLIon of BCSI (Building Component safety Information, by TPI and WrCA) for safety practices prior / = DL 10.0 PSF DATE 08/29/17 Illi t• to perform)ng these fundi ons. Installers shall provide temporary bract ng per BCSI. Unless noted otherwise, [op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cell ing. Locatl ons shown for permanent lateral astral cot of webs shall have bracing installed per BCS BC DL 7.0 PSF DRW CAUSR7175 17241017 ,4 r Osections B3, B7 or 810, as applicable. Apply plates to each face of truss and posl ti on as shown above and on L J`� I , the mint Details, unless noted otherwi se. Refer to drawl nes 160A,for standard pl ate pose ti ons. 08/30/2017 BC LL I Alpine, a division of ITV Building components croup Ino. shall not be responsible for any deviation from this OREGON 0.0 PSF CA—ENG BFR/RTT drawl ng, any fat lure to build the truss In conformance vim th ANSI/TPI 1, or for handling, shi poi ng, AN lrwcornTNUJv installation&bracing of trusses. /3 t?/ G TOT. LD. 42.0 PSF SEON- 136284 Are p0peinnl e!I MI y drawl y fong r the des I Intl ng s drawl l F I nal cotes accetance of fAr l one! enol nssrl ng 4 lY 14,2 y gn page sheen. Thehsal tad I ty and use of Chi s drawl ng for any structure I s the FROM BB 835t Rovanacircle reaponslDI my of'the IWnding Designer per ANSI/TPI 1 Sec.Y. $$e��Tan! DUR. FAC. 1. 15 Sacramento,CA 95828 For more I nformetl on see this 3 ob.s general notes page and these web 51 tes: ALPINE: www.al pi tel tw.con; TPI: www.tpi nst.ore; WTCA: www.sbcl ndustry.cornWWI.; ICC: w .l ccsafe.erg Renewal 8/3012018 SPAC I NG 24.0" J REF- 1 W3S7175Z 10 THI S DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMI TTED BY TRUSS MFR. (0817275--PARR LUMBER-HI LLSBORO -WindWood Birch pin Lot 30 -- 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 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 Iive Wi nd I oads and reacti ons based on MWFRS with additional C&C member oad applied per IRC-12 section 301.5. design. Deflection meets L/360 Iive 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 7:1 2-7-2 +9-0-0 4 111 L-1-6-0--i 3-2-4 .1"12 " 1i 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) leo PROFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. V:, .,doss. OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of meliusn (503)357-/118 '"WARNI NGI Ye READ AND NG TO ALL NATES TO S I5 DRAl11NG1 le, TC LL 25.0 PSF REF R7175- 22611 825 N 4th Ave,Cornelius OR 971113 'mI IYORfANr•• F1INIII ell TNI s DRAM NG To ALL CONTRACTORS I xcbuw x0 THE INSTALLERS. Trusses rec.re extreme care In fabrl cats ng, handl l ng, shi ppl ng, Installing a.bract ng. Refer to and follow the latest edition of BCSI (Building Carponent Safety Information, by TPI and wTCA) for safety practices prior / a - DL 10.0 PSF DATE 08/29/1 7 to performing these funtti ons. 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 ri gid cel I i ng. Locatl ons shown for permanent I ateral restral ni of webs shat I have bract ng 1 metal I ed per BCS BC DL 7.0 PSF DRW CAUSR7175 17241018 n sections B3, B7 or BIO, as applicable. Apply plates to each face of truss and position as shown above and on08/30/20 17 All ILI• A I ODO^ I : the Joint Betel ls, unless noted otherwl se. Refer to drawings 160A-Z for standard plate positions. L ' \SII , Al pi ne, a di vi si on of I TW Bui l di ng Components Group Inc. shall not be response bl a for any deviation from till s OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any fallure to build the truss In conformance with ANSI/T171 1, or for handling, sill ppi no, AN ITW COMR4NV instal 1 alt on R bract ng of trusses. 'p 1'ti C TOT. LD. 42.0 PSF SEAN- 136290 . A seal on this drawl nag or cover page listing the s drawl ng, 1 nd1 cats acupta dr of profrssl Diel enpi nears veto14,20— response IN 1I ty sol el y for the design shop. The sue tall I 1 ty and use of MIs drawl nag for any structure I spiha `*Oen e C@ FROM BB 8351 Rovana circle respond bi I I ty of the Bul 1 dl nag past(par per ANSI/TPI 1 Sec.2. 8 @ II Tan DUR. FAC. 1. 15 Sacramento,CA 95828 FAWN, more i o cn,n:tl onPI see tpi Job's general notes page and these wet Si ten: SPACI NG 24.0" JREF- 1W3S7175Z10 ALPI NE: www.al pi mel tw.con; TPI: www.tpi net.org; NTCA: on,,sbci ntlustry.cam; ICC: www.iccsafe.org 7al THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0817275--PARR LUMBER-HILLSBORO -WindWood Birch pin Lot 30 -- 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 in 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 Iive 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 Iive and L/240 total I oad. Creep i ncrease factor for dead I oad i s 1.50. 1. 5X4 III 7.- 1-32 '' 4_9-0-04 III L-1-6-0- H1-2-4_2 R=1 Rw=22 U=31 1-4-0 Over 2 Supports R=273 U=33 W=3.5" RL=31/-24 Design Cri t: I RC2012/TPI-2007(STD) CEO PROs PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. PAS. • t „ `rS'„ OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARNI NM.'READ AND FOLLOW ALL NOTES ON THIS DRAIN NGI TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97 13 "I IrglrrANr• FURNISH THIS DRAWINGTO ALL u coNlaACTORs l xcLl 01 HD THE INSTALLERS. REF R7175- 22612 Trusses require extreme care In fabricating, handling, shipping, InstalIing and bracing. Refer to and follow ithe latest edition of BCS! (Building Component Safety atlon, by TPI and aTCA) for safety practices priorgrAilleiN _ DL 10.0 PSF DATE 08/29/17 do ten to performing these functions. Installers shall prowl de temporary bracing per BCSl. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gl d cel I I ng. Locati ons shown for permanent 1 ateral restral nt of webs shat I have bract ng instal I ed per BCS BC DL 7.0 PSF DRW CAUSR7175 17241019 r,II Pod , sections 83, B7 or 810, as appl l Gobi e. Apply plates to each face of truss and post fl on as shown above and on 7 L I the Jol nt Betel l s, unless noted otherwl se. Refer to drawl ngs 160A,for standard plate post fl ons. �S�3Q�2Q 1 I Al pi ne, a di vl sl on of I TV Sul di ng Components Groep Inc. shat I not be responsi bI a for any devi ati on from thl s OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, any fol I ure to bul 1 d the truss I n conformance wi th ANSI/TPI 1, or For handl I ng, shi pp,ng, _ AN ITW COMPANY I mato!I ati on s brad ng of trusses 'A C TOT. LD. 42.0 PSF SEON- 136292 . AAsssal on th11 s drew ng or cover pegs I I 001 ng ted s drawl IND, I ndl cotes acceptance or professi anal cowl nmol ng ` lY 14t Y� pont bill ty sol sly for the design short The cul tab!I l ty and use of this draw ng for any structure Isthe $ . DUR. FAC. 1. 1 5 FROM BB 8351 Aovana Circle respond bill ty of the Dui I di ng Dash plat per ANSI/TPI 1 Sec.2. e" •Tan Sacramento,CA 95828 For more I nformaw.coo; on see this job.s general notes page and these web site=: SPACING 24.0" JREF- 1W3S7175Z10 ALPI NE: www.al pi mel tw.corn; TPI: www tpl nst.erg; MA: www,sbcl ntlustry.corn; ICC: www.I ccsafe.org Renewal 8/3012018 • THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0817275--PARR LUMBER-HI LLSBORO -WindWood Birch pin Lot 30 -- 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, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member I oad applied per IRC-12 section 301.5. design. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead load is 1.50. • 1. 5X4 III 1 'i 1-10-1 10 . ., 18-0-0 1. 5X4 III 2X4(B1) R=21 Rw=31 U=21 l'',-1-7-0---1n2 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) V.so PROFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. ?A, t„�► I1� S'. OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (5031357- 118 "WARNI NNI H•READ AND NG TO ALL NOTES ON THIS INCLUDING DRAWING, REF R7175- 22613 8ss Nm Ave,CorOregs (03)3 "I rMR. FURNISH THIS DRAWING AD TD ALL CONTRACTORS ON T IACLUDIAB TIE INSTALLERS. i TC LL 25.0 PSF Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and f�lower..... 11;a12. _ DL 10.0 PSF DATE 08/29/17 the latest edl tl on of BCSI (Bul ldi ng Component Safety Information, by TPI and WTCA)for safety prod)ccs forto performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwl se,op chord shat I have properly attached structural sheath'ng and bottom chord shall have a properly attachedBC DL 7.0 PSF DRW CAUSR7175 17241020 rl gid cell ing. Locatl ons shown for permanent lateral restraint of webs shall have bracing Installed per BCS ,4 O N sections B3, BT or B10, as applicable. Apply plates to each face of truss and position as shown above and on 08/30/2017 : TI.. the Joint Details, unless noted otherwise. Refer to drawings,60%Z far standard plate posltlons. BC LL 0.0 PSF CA-ENG BFR/RTT ' AI pi ne, a tli vi si on of I TW Bui I dl rg Components Group Inc. steal I not be responsi bl a For any devi atl on from thl s OREGON drawl ng, any fol lure to build the truss In conformance with ANSI/TPI 1, or for handl log, shl poi ng, AN ITP COMPANY Instal1atInn R bracing of trusses. C TOT. LD. 42.0 PSF SEON- 136311 . A seal on tN s drawl nag or cover page I 1051 ng thl s drawl I ndl rates acceptance of professl ons1 eagl nwrl ng 4 ` LV 14,201P o re:ago.l01 I ty aaaly for the doolgo sham. Tn.001 toolrIty and use of t It drawl ng for any str0ctoe le the �8e"Tai DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl bl l Ity of the Sul l di nag Desi goer per MISE/TPI 1 Sec.2. • Sacramento,CA 95828 For more t nformati on see thi s Job's general notes page and these web sl tee: ALPI NE: www.al pi net tw.can: TPI: www.tpi est.ore; PTCA: www.sbcl ndustry.comm ICC: www.i ccsafe.org Renewal 6/30/2018SPAC I NG 24.0" J RE F- 1 W3S7175Z 10 THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0817275--PARR LUMBER-HILLSBORO -WindWood Birch pin Lot 30 -- VERIFY VERIFY, OR - R1) Top chord 2x4 HF #2 120 mph wind, 18.44 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RI SK CAT II, EXP B, wind TC DL=3.0 psf, wi nd BC Wind Ioads and reactions based on MWFRS. DL=0.6 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 I oad i s 1.50. Shi m all supports to solid bearing. R=-77 Rw=9 1. 5X4(R) $ -__L `� 19-5-11 0-8-2 1 —'- 1-9-3 7.07 44 3X3 le 1 3X5 I----2-1-7 H • 21-4-10 Over 2 Supports r -I R=241 U=32 W=7.778" �gO PROp Design Cri t: 1 RC2012/TPI—2007(STD) `SS9 PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. •A;.•L/,.OWN • OR/—/1/ /—/R/— Scale =. 5"/Ft. Truss N4tComponents Ave97 •• ••WARM ID NGI••READ AFOLLOW ALL NOTES ON THIS DRAM NGI efr... ;;MN1/41. TC LL 25.0 PSF REF R7175— 22614 of Oregon 1357- 118 I «T FURNISH 7X15 DRAWN NG TO ALL CONTRACTORS 1 HOLUM NG THE 1 NSTALLERS. 825 N 4th Ave,Cornelius OR 97113 Trusses regui re extremec re I n fabri cati ng, handl I ng, shl ppi ng, I nstal I I ng and bracing no. Refer to and Vol I ow DL 10.0 PSF DATE 08/29/17 the latest edition of BCSI (Bui Icang Component Safety Information, by TPI and WTCA)for safety practices prior to Performing these functions. Installers shall provide temporary bract ng per BCSI. Unless noted otM1erwl se, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF DRW CAUSR7175 17241021 ri gid cei I I ng. Locatl ons shown far permanent 1 ateral eachi nt of webs shat I have braci ng 1 nstal 1 ed per BCSI 08/.10/2017 All .P[1 N T. sections 83, al or BIO, as appl noted cabl e. Apply plates to face of truss and position as shown above and on O The Joint Details, unless noted otherwise. Refer to drawings al I not er standard plate any de ant. OREGON BC LL 0.0 PSF CA—ENG BFR/RTT I drawl ng, any hal l ureot I bei I dTM i the I di'truComponents conformance wl thhANSI/TPI be rorpforl handling, Shi ppi ng on frau thi s AN ITW COMPANY I nstal I atl ons brad ng of trusses. ng, or s `LLY 14,10 0 TOT.LD. 42.0 PSF SEQN— 136309 Areopolns bl Il ty d sol el ng or tMedes�shown.o1.q The Calla growl IIty�dM use efthacceptance art ng for s�tr�ure Isth �eaeII Tan'-' DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle responsl el I l ty of the Bull dl RNR Deal(ler per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more informatl on see this job's general notes page and these web site: Renewal 8/30/2018 LOADI NG SEE ABOVE JREF— 1W3S7175Z10 ALPINE: www.al pi Rei tan.can: TPI: wane.tpi nst.ore: WTCA: WW1,sbci ndustry.Com; ICC: www asafe.org 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 2x4B race (1) 1x4 'L' Brace * (1) 2x4 'L' Brace * (2) 2x4 'L' Brace ** (1) 2x6 'L' Brace * (2) 2x6 "L" Brace NON 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: Spruce-Pine-Fir Hem-Fir H_> S #1 / #2 4' 7' 7' 10` 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' / #2 Stud - PF #3 4' 4' 7' 2' 7' 8' 9' 1' 9' 5' 10' 10' , 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' #1 #2 Standard #3 Stud #3 . Standard a u c 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' 14' 0' Standard 4' 4' 6' 2' 6' 7' 8' 2' 8' 9' 10' 10' 11' 4' 12' 10' 13' 9' 14' 0' Douglas Fir-Larch Southern Pine... 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 5P #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' stud Standard . Stud Standard -1- #3 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' —' a_l DFL d4' 4' 5' 9' 6' 1' 7' 7' 8' 2' 10' 4' 11' 1'Stud Standard 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 11' 11' 12' 10' 14' 0' 14' 0' 14' 0' Group B. U #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 - .1SPF #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 ._> L 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 CI) b Standard 5' 0' 7' 6' 8' 0' 10' 1' 10' 9' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' r 14' 0' Douglas Fir-Lach #1 Southern Pinewx* #1 5' 6' 9' 1' 9' 5' 10' 8' 11' 1' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' #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' f) ii DFL Stud 5' 0' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' lx4 Braces shall be SRB (Stress-Rated Board). wwwFor 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 0 #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 - SPF #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: L±J 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. 65 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- Standard ' ' ' ' ' ' ' ' ' 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' 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. ,-1 DFL 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' e' 1. 8' 7' 10' 9' 11' 6' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' , Symin r Attach 'L' braces with 10d About (0.128'x3.0' min) nails. , j' X For (1) brace: space nails 'at 2ac. able Truss f41 1 "L'0 , Diagonal brace option: i 1r 1114444N. 1 .. :to ii* 3,.c. ng'i/ , p,-0 In 18' end zones and 4' o.c. between zones. *War (2) 'L' braces, space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. length,.rmi-:mil::G'al icil'inPi'lo'mte°fS18:e.: web Vertical Length Less than 4' 0' Greater than 4' 0', but No Splice 1X4 or 2X3 russ desig23nXX4f or R e f er G PI Rrteeet oeaCask:ts:711 rsettPh:113°.:unc:i l 7nidi 1 nng°1 06eht.s'i eg n eP rt a if eo sr. c o n d i t i o n s not addressed by this detail. . ' vertical length may be doubled when diagonal 4".111°.:1188," . : .7.n.:: , brace is used. Connect diagonal brace for 385# 'L' at each end. Max web Brace total length is 14'. 1 2x4 DF-L #2 or better diagonal 7 + brace; single Vertical length shown In table above, in:Ok,A 45. (crars ds7:313W71)cautt _L_ _L 111141:11111: /h., a Connect diagonal at 11 upper end, M ow.iiii imms. _! ,.. z N 11.1111. midpoint of vertical web. Refer to chart above for ..... .........,: ' ....WARNINGIN.READ AND FOLLOW ALL NOTES ON THIS DRAWING! 1 0 ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 0 REF ASCE7-10-GAB12030 ir. Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and ....4/ 'Pi DATE 10/01/14 follow the Latest edition of SCSI(Building Component Safety Information, by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. 14- 0„,/ Unless noted otherwise,top chard shag have properly attached structural sheathing and bottom chord DRWG Al2030ENC101014 -,,.. shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs A 11__Ii 0_,NF shall have bracing installed per SCSI sections 53,B7 or B10,as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details,unless noted otherwise. Refer-to drawings 160A--2 for standard plate positions. 08/30/2017 Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from AN ITW COMPANY this drawing,any failure to build the-truss in conformance with ANSI/TPI 1, or-for handling, shipping, osAiNc7c'N installation IS bracing of trusses. IP a M(1X, TOT. LB. 60 PSF A seal on this drarting or cover page listing this drawing,indicates acceptance of prSi,ofessional /.. LY 14,2444 0 engineering responsibility solely for the design shown. The suitability and use of this drawing 'ret i For any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. 13389 Lakefront Drive sell Tao Earth City,MO 63045 For more information see this job's general notes page and these web sites. MAXSPACING 24,0" - ALPINE. www.alpineltw.corm TPI.www.trainstorgi SBCA.www.slocindustry.orgi ICC.www.lccsafe.org Rohm-J ,1103011100 GaoLe Detail For Let—in Verticals Gable Truss Plate Sizes Sym Refer to appropriate Alpine gable detail for About © minimum plate sizes for vertical studs, it ()Refer to Engineered truss design for peak, /' splice, web, and heel plates, © ®If gable vertical plates overlap, use a single plate that covers the total area of 100K 1 the overlapped plates to span the web. Gable •` O 2X4 vertical Examples I © © , LengthPP typ• % 2X4 2X8 I "T" Reinforcement Attachment Detail 'V Reinforcing 'T' Reinforcing Member Member 1)11111t. © © © X Toe-Hall - Or - End-nail O OTo 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 Maximum allowable 'T' reinforced gable vertical End Driven Nails: length is 14' from top to bottom chord, 10d Common (0.148'x 3.',min) Nails at 4' o.c. plus (4) nails in the top and bottom chords. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Rigid Sheathing Toenalled Nails: 10d Common (0.148'x3',min) Toenails at 4' o.c. plus Web Length Increase w/ „T„ Brace 4 Nails 7J (4) toenails in the top and bottom chords. 'T' Reinf. I This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase �T. wind load. 2x4 30 Reinforcing Member2x6 20 ASCE 7-05 Gable Detail Drawings Example: A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Gable Nails ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c, SP #3 Truss Spaced At 4' o.c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC1O1014, A20015ENC101014, A20015END101014, A20015PED101014, 'T' Brace Increase (From Above) = 30% = 1.30 • --[ 1 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC10I014, (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. 4 Nails VI Ceiling 0:EO PROF.S cp �14G 1 N EPS SiZ wOWARNINGIww READ AND FOLLOW ALL NOTES tR THIS DRAWING! �� 83294PE 4 REF LET—IN VERT wCIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. r� Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and / DATE 10/01/14 follow the Latest editionefmi SCSI (Building Component Safety Iall provide, TPI and rBcM for safety / liikhlk Unless s prior to wing these functions. Installers at shall structural ltemporaryshbgaandg per BCS!. BRWG GBLLETIN1014 shall notedro otherwise,lya topachord shad e have properly shown structural lateral and bottom chor" I1 shall have a properly attached rigid selling. Locations shown for permanent lateral testrolnt of webs 08/30/2017 ALJ )=FN m shall have bracing installed per BCSI sections B3,B7 or BLO,as applicable. Apply plates to each face Illi^\\V\Jl of truss and position -Z shown above and on the Joint Oetnils,unless noted otherwise. ,o//�QF�ON Refer to drawings 160A-Z for standard plate positions. • V JJJMVVVi'T'r /� Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from �p AN ITWCOMPANY this drawing,any failure to build the truss In conformance with ANSI/TPI L or for handling, shipping, I_ �LY14,2 MAX.,r0 TOT. LD. 60 PSF Installation 6 bracing of trusse �/q w A seal on this drawing or cover page listing this drawing,indicates acceptance f professisnal v�e"T�� DLR. FAC, ANY engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the responsibility of the Belding Designer per ANSI/TPI I Sec.2. 13389Lakefront Drive For more Informer{Ion see this Job's general notes page and these web sites, Renewal 6/3012018 MAX. SPACING 24,0" Earth City,MO 63045 ALPINE, www.atpineltw.comi TPI,www.tpinst,orgi SBCA, www.sbcindustry.orgl ICC, www.iccsafe.org ASCE 7-10: 120 mph, 30' Mean Height, Closeo, Exposure C Common Resioential Gable End Wind Bracing Requirements - Stif freners 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, orin 100 mph, 30ft, Mean Hgt, ASCE 7-10, Part. Enclosed, Exp C, H Greater than 2x64 6tiffba '6 at lengheight and brace stiffback th Kzt = 1,00, Wind TC DL=5.0 psf, Wind BC DL=5,0 psf, ptrovide aroof' 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 to stiffback with 10d box or gun Nails: lOd box or gun (0128"x3",min) nails, (0.128" x 3", min,) nails @ 6" o,c, I A ##, Iii -* ,,,,P1 • illkit,44ii p 2X4 Blocking nailed to /;* 45. sheathing and za" Max each truss (Typ) I 11 wommimmommmuil IMAM ®_® ® ® ® I® . 2X4 DF-L #2 or better H/2 diagonal brace, 1 Attach each end X I I 1111 41 for 560#, I III I 111 111111111 . V ontinuous Bearing — 2x6 #2 Stiffback �EpPROFFs attached to each Stud w/ (4) 10d box or gun WARNINGOIww1 READ"AND FOLLOW ALL(NOTES ON nails. `�y�� �GINE- Si� S'j 832�4PE ,. REF GE WHALER ...IMPORTANT.*FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •y //,, DATE 10/01/14 Trusses require extreme care in fabricating,handling, shipping, installing and bracing. Refer to and wG pract the Latest edition BCSI CBullding Component Safety (all provide. TPI and racAper safety prac o prior to ise,performing these all haves. Installerslyshall provide temporaryl bracingonBCSI. DRWG GABRST101014 Unless noted otherwise,top chord shall have properly shownattached structurallateral sheathing and bottom chord 08/30/2017 shall have properly attached rigid ceiling. Locations shown for permanent l resttolnt of webs I��� fI shall have bracing installed per BCSI sections B3, B7 or 010,as applicable. Apply plates to each face �I ''_NE )-'Imo\ of truss and post{ion as shown above and on the Joint Detnils,unless noted otherwise. 1" RE�jON ILI, ILII \VVI Refer to drawings 160A-Z for standard plate positions. /'17 C Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from 11 AN ITWCOMPANY this drawing, any failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping. `4 &Y�4,20 t0 MAX, TOT. LD, 60 PSF installation 6 bracing of trusse w A seal on this drawing orcover page listing this drawing,indicates acceptance of professional ell Tar engineering responsibility solely for the design shown, The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Renewal 8/30/2018 MAX. SPACING " 13389 City, MO Drive4Far more Information s e this Job's general notes page and these web sites Earth City,M063045 ALPINE,www.alpineltw.conl TPI ewww.tpinst.orgl SOCA, www.sbcindustry.orgl ICC' www.lccsafe.org CI R Reinforcing ve -nicer S , bsti t , -tion T-Reinforcement Or T-Reinf. This detail is to be used when a Continuous Lateral Restraint (CLR) is specified on a truss design but an alternative web L-Reinforcement: orL Reinf. ,� 41111111reinforcement method is desired, , Apply to either side of web narrow face, ,, Attach with l0d (0,128"x3.0",min) nails , at 6" o,c. Reinforcing member is , a minimum 80% of web , Notes: 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, g` Alternative reinforcement specified in chart below may be conservative, =IN \ / For minimum alternative reinforcement, re-run design with appropriate X X reinforcement type. T-Reinf. L-Reinf, Web Member Specified CLR Alternative Reinforecement Scab Reinforcement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scabs) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face, MI Attach with 10d (0128"x3,0",min) nails 2x6 1 row 2x4 1-2x6 at 6" o,c. Reinforcing member is a 2x6 2 rows 2x6 2-2x4010 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. 010 Center scab on wide face of web, Apply (1) scab to each face of web. NM wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING a(.... illaVTC LL PSF REF CLR Subst, wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. / Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and C DL PSF DATE 10/01/14 praot the latest edition mi SCSI (Building Component Safety Information, a TPI and bracing forer safety practices prior to performing these functions. Installers shall provide temporary nga cin HCSI. Unless noted otherwise, top chord Shall hove properly attached structural Sheathing and bottom chord iC DL PSF DRWG BRCLBSUB101 shot haveproperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 08/30/2017 4 ble. A l l tis to eah fare BE LL PSF /4,1, ((((���� shall have bracing instated per SCSI Sections B3, Bi nr H10,as app ica po y p a 1 i _gg Rf eruto drd post ion -s fhown above and on the Joint Details,unless noted ath¢rwi�e. ,,��O�QREGON Refer to drawings 160A-Z for standard plate positions. *0 '0/17,2, TF I' LB. PSF Alpine, a division of ITW Building Components Group Inc.shall not be responsible For any deviation from I 0 AN ITW COMPANY this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, y� installation on 6 bradings of orucooV listingthis drawing,indicates acceptance of professional V*Bell Tan A seal this drawing cover page 9• engineering responsibility solely for the design shown. The suitability and use of this drawing CUR. FA C. for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.e. Renewal 6130/2018• SPACING 13380 Lakefront Drive For sore information see this Job's general notes page and these web sites Earth Cily,MO 63045 ALPINE, www.alpineitw.coni TPD www.tpinst.orgi SBCA'www.sbcindustry.orgi ICC, www.iccsafe.org 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 of (1) 2x4 'L' Brace * (2) 2x4 'L' Brace ■■ (1) 2x6 'L' Brace 0 (2) 2x6 'L' Brace X Bracing Group Species and Grades: Gable Vertical No GroupA: Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B C 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 S�"n #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 UStud 4' 7' 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pine■ itue 0 H Standard 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 3 #3 QJ #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #Stud 3d S SP #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' 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' civ DFL Stud 4' 8' 7' 0' 7' 5' 9' 3" 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Group B d Standard 4' 7' 6' 2' 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0' 14' 0' em-Fir U #1 / #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' FlH & Btr - S P rr #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 c_ U HF Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' 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 QJ O #1 #1 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' #1 #2 SP #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' #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). D F 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 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' vadluesrmayial 4beSuseds wt ath hese grades� SPF O r #1 / #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' d r #3 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: U I r 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. f�r Standard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 35 plf over #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). X SP #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 Ci \ with 2' 0' overhang, or 12' plywood overhang. C\-1w--i I r #3 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0" .`V-1 D f L Stud 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 9' 8' 8' 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0" 14' 0' 14' 0' Attach 'L' braces with lOd (0.128'x3.0' min) nails. Symm Y About X For (1) 'L' brace, space nails at 2' o.c. � 11 � 0 In 18' end zones and 4' a.c. between zones. able Truss 1' f �E)IEFor (2) 'L' braces, space nails at 3' o.c. Diagonal brace option, T In 18' end zones and 6' o.c. between zones. T I ■ 0 vertical length may be 18' x ' ♦�� 'L' bracing must be a minimum of 80% of web doubled when diagonal „� member length. brace Is used. Connect diagonal brace for 335# "L" `r. Gable Vertical Plate Sizes at each end. Max web Brace `RI' Vertical Length No Splice total length is 14'. --� Less than 4' 0' 1X4 or 2X3 ■ 2x4 DF-L #2 or Greater than 4' 0', but 2X4 better diagonal T- less than 11' 6' brace; single 18' 4 Greater than 11' 6' 3X Vertical length shown or double cut I 0 in table above. L _l : + Refer to common truss design for il 45' (as shown) at n go ■ peak, splice, and heel plates. upper end. 0 i] 0 in ontinuous Bearing./. AQ �`, Refer to the Building Designer for conditions Connect diagonal at (�/ not addressed by this detail, midpoint of vertical web. Refer to chart above for M• g•��GANiCF c ' REF READ AND FOLLOW ALL NOTES ON THIS DRAWING! /w� tVVVl., REr ASCE7-10-GAB12015 ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. (4 $3294PE Trusses require extreme care In fabricating,handling,shipping,installing and bracing. Refer to and �- DATE 10/01/14 follow the latest- eSCSI(Building Component Safety llInformation, a TPI and racinper safety Unless s prior ho iperforming these shall haves. Installerselyatshall provide temporary bracingnell. DRWG A12015ENC101014 Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord t. shall have n properly attached rigid Gelling. Locations shown for permanent Latel restraint webs 08/30/2017 AIIU 0=ml rl shall have bracing installed per BCSI sections B3,B7 or D10,as applicable. Apply plates to each face Q I�I��\\�IIJII of truss and position as shown above and n the Joint Details,unless noted otherwise. OREGON Refer to drawings 1604-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from •�! "LY 49/17 'a `0 AX, TOT, LD. 60 PSF AN ITW COMPANY this drawing, y failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, • installation 4 bracing f trusses. �q seal on this drawing or cover page listing this drawing,indicates acceptance of professional V e�'�,a % Bring responsibility solely for the design shown. The suitability and use of this drawing a TP forent any structure is the responsibility of the Building Designer per ANSI/TPI 1 See.2. l�r,`� SPACING 2 4.D w 13389 Lakefront Drive e For more information see this job's general notes page and these web sites Renewal 6/30/2018 " Earth City,MO 63045 ALPINE www.alpineitw.coml TPLwww.tpinst.orgl SBCA,wwasbcindustryargl ICC, www.iccsafe.org