Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans (386)
Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 W2F7175Z1712104322 Truss Fabricator: Truss Components of Oregon Job Identification: 0717070--PARR LUMBER-HILLSBORO -Windwood Suntel Bailey PI -- VERIFY VERIFY, OR Model Code: I BC Truss Criteria: I BC2015/TPI-2014(STD) ,Ep PROpk. Engineering Software: Alpine proprietary truss analysis software. Version 16.01. q�G Sft Truss Design Loads: Roof - 42 PSF @ 1.15 Duration0�5 .1G%NE . �O Floor - N/A �[� 83284PE 'Q 9 Wind - 120 MPH (ASCE 7-10-Closed) /" Notes: 1. Determination as to the suitability of these truss components for the OREGON structure is the responsibility of the building designer/engineer of `Zcr ,2oo° , record, as defined in ANSI/TPI 1. .. Tan 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 R .. I " ..r,9 2018 Details: 12030EC1-GBLLETIN-GABRST10-BRCLBSUB-12015EC1- 07/12/21Submitted by RTT 10:42:55 07-12-2017 Reviewer: BFR $ $ # Ref Description Drawing# Date 1 83582--AGE 17193094 07/12/17 2 83583--A 17193095 07/12/17 3 83584--B 17193096 07/12/17 4 83585--BGE 17193097 07/12/17 5 83586--CGE 17193098 07/12/17 6 83587--C 17193099 07/12/17 7 83588--CG 17193100 07/12/17 8 83589--DGE 17193101 07/12/17 9 83590--D 17193102 07/12/17 10 83591--EGE 17193103 07/12/17 11 83592--E 17193104 07/12/17 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMI TTED BY TRUSS MFR. (0717070--PARR LUMBER-HILLSBORO -Windwood Suntel Bailey PI -- VERIFY VERIFY, OR - AGE) Top chord 2x4 HF #2 Ti: 2x4 DF-L 2400f-2.OE: (**) 2 plates) require special positioning. Refer to scaled plate Bot chord 2x4 HF #1&Bet. :62 2x4 HF #2: plot details for special positioning requirements. Webs 2x3 HF #2 :M15 2x4 HF #2: 120 mph wind, 22.19 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng details or per anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC engi neer of record. 2X3 studs requi re rei nforcement at 70% of the I ength DL=0.6 psf. tabulated for 2X4 studs of the same grade. • Wind loads and reactions based on MWFRS with additional C&C member (a) #3 or better scab rei nforcement. Same si ze & 80% I ength of web desi gn. member. Attach with 10d Box or Gun nails (0.128"x3",mi n.) @ 6" OC. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Deflection meets L/360 live and L/240 total Ioad. Creep increase factor bracing requirements. for dead load is 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Truss designed to support 1-0-0 top chord outlooker span and load applied per IBC-15 section 1607. 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 along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch i n overhang or heel panel, 5X7 tip. 7 3X7(**) • 5 M15 3X7(**) s (a) 5(ax(a) 9-1-1 5 r T1 • .. ti a- • ii a i - ' id. a o e u 18-0-0 i 3X5(A1) = 3X7= B2 3X7= 3X5(A1) 1.2-6-3J 1-6-0 I, 21-0-0 ,J, 21-0-0 J 42-0-0 Over Continuous Support _{ R=124 PLF U=18 PLF W=42-0-0 RL=4/-4 PLF Note: All Plates Are 1. 5X4 Except As Shown. Design Cri t: I BC2015/TPI -2014(STD) 1°)PROp� PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. rlR `�. r.• ss OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-:.118 '•WARNI I w. READ AND TO/ALL NOTES ON THIS LRAININGI Ui TC LL 25.0 PSF REF R7175- 83582 " FURNISH 825 N 4th Ave,Cornelius OR 97113 "IfI TMI s DRAWING TO ALL CONTRACTORS I NCLIAI NG THE INSTALLERS. Trusses reds ti on extreme BCS c(Be In ngbCsmpolee Safesing, or poi on, Iys tal I Ind and)fot no. Refer to and Poli ow &C/ DL 1 0.0 PSF DATE 07/12/17 the lases(edition of eme are int ng Component Safety I g, shipping, by TPI Iandeg andA) for safety practices of or to performs ng these functl ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwi se, - top chord shat I have properly attached structural sheath'ng and bottom chord shat I have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17193094 t• rigid ceiling. Locations shorn for permanent Iateral restraint of webs shall have bracing installed per BC' ,4 �� : sections 83. BT or 810 as applicable. Apply plates to each face of truss and goes ti onasshown above and on the Joint Petal Is, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 07/12/2017 Al pine, a di vl SI on of I TW Bui I di ng Components Group Inc. shat 1 not be responsible for ecus ail on from tri. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawl ng, anyfat l ore to bol I the truss In conformance vel th ANSI/TPI 1, or for handl l ng, shipping, AN ITW COMPANY installati ee R braes ng or trusses. r TOT. LD. 42.0 PSF SEQN- 124573 . A seal on tills drawl ng or cover page I I stl ng tills drawl ng, I ndl cat.acceptance of professl ones sngl neari ng fe IVEY 14f 201 0 responsi bill ty solely Por til:design shore. The sol tanlll ty and use of this drawl ng for any structure Is the *eel!Tan t DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle respond blI1ty of the BolId1 ng fled plat per ANSI/fps 1 Sec.2. Sacramento,CA 95828 For more information see this 3ob.s general notes page and these web al=es: SPACI NG 24.0" JREF- 1W2F7175Z17 ALPINE: wm,al pi ilei L.con; TPI: www,tpl ns[.org; lSTCA: www.sbcl ndustry.con; I CC: www.i ccsaPo.org Rnrovaaf R/211/21111a THIS DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0717070--PARR LUMBER—HILLSBORO —Windwood Suntel Bailey PI -- VERIFY VERIFY, OR — A) Top chord 2x4 HF #2 120 mph wind, 22.19 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. :62 2x4 HF #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC Webs 2x4 HF Std/Stud :W3, W4, W5 2x4 HF #2: DL=0.6 psf. (a) Continuous lateral restraint equally spaced on member. Wind Ioads and reactions based on MWFRS with additional C&C member desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 3X5 5X7= 3X7 T 3X5 3X7 1.5X4 1. 5X4 W3 � 5 9-1-1 N- -Z\III. . 14..4.4' 1 .. +18-0-0 / 3X5= B24X8= 4X8 3X5= 3X10(B5R) F--- 4X8(A2) -- 4X8= 12-6-3L 1-6-0 r 7 10-9-14 67 6 10 2-29 6 6 910-2-2 6-q`6 10-9714 21-0-0 21-0-0 42-0-0 Over 2 Supports R=1994 U=358 W=5.5" R=1909 U=344 W=5.5" RL=149/-152 Desi gn Cri t: I BC2015/TPIp� -2014(STD) CEO PROFF PLT TYP. Wave FT/RT=2/p(O%)/4(0) 16.01. �R.� I�('!��`rh OR/-/1/-/-/R/- Scale =. 125"/Ft. Truss Components of Oregon (503)357-2118 "WARNINNI H•THIS AND NG TO ALL NOTES ON SHIP LUDI Ggl C7 TC LL 25.0 PSF REF R7175- 83583 ••I YPORTANT•• FURNISH 1f11 S oRAw NG 70 ALL CONTRACTORS INCLUDING NG THE INSTALLERS. 83294PE 825 N 4t Ave,Cornelius�R 971]3 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow /y� Val the latest edition of BCSI (Building Component Safety Information, by TPI and wTCA) for safety practices prior af• '/ DL 1 0.0 PSF DATE 07/12/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord Shall have a properly attached ri gi d ceiling. Locati ons shown for permanent lateral rostral nt of webs shau have braoi ng!nstal l ed per BC. BC DL 7.0 PSF DRW CAUSR7175 17193095 .[F1sect)ons B3, BJ or H10, as apPllcabl e. Apply plates to each face of truss antl position as shown above and on . A11the Joint Dotal Is, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 07/12/2017 BC LL O.0 PSF CA-ENG BFR/RTT I Al pi ne, a di vi si on of ITN Hui I dl.g Components Group Inc. shat I not be responsi bl a for any devl atl on from thl s OREGON drawing, any fol lure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, ANITW COMPANY i nstal I ati on&bracing of trusses. TOT. LD. 42.0 PSF SEON- 124569 A seal on Nils drawl ng or cover page I Intl ng this drawl ng, I nal rates aeeeptenu of profess)one1 N191 near)ng �4 `LLY 14,2040 responslbl Ilty solely for the des!gn slow.. The sultabl Ilty and use of this drawing for any structure Is the ngseal, . DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle ., response b!I I ty of the gul I d! Desi goer per ANSI IRI ,Sec.2. V' g 11 Tar' Sacramento,CA 95828 For more Information see teas jobs general notes page and these web site: SPACI NG 24.0" JREF- 1W2F7175Z17 ALPINE: www.al pi mel tw.cony TPI: www tui nst.org: ARCA: won.sbcl ndustry.com ICC: www.iccsafe.org Renarnl lR/a/172(HA (0717070--PARR LUMBER-HI LLSBORO -Wi ndwood Suntel Bai I ey PI -- VERI FY VERI FY, OR - B) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2 :T3 2x4 HF #2: 120 mph wind, 22.40 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :T4 2x4 DF-L #1&Bet. : anywhere in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC Bot chord 2x4 HF #2 •B4 2x4 DF-L 2400f-2.OE: DL=0.6 psf. Webs 2x4 HF Std/Stud :W2, W4, W5, W6, W7 2x4 HF #2: :Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member desi gn. Cal cul ated horizontal deflection i s 0.30" due to I i ve Ioad and 0.22" due to dead I oad. (a) Conti nuous I ateral restrai nt equal I y spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total Ioad. Creep increase applied per IBC-15 section 1607. factor for dead load is 2.00. Calculated vertical deflection is 0.68" due to live Ioad and 0.97" due to dead load at X = 31-9-0. 5X7 1. 5X4 III %= T 6X10 3X5% 5 1. 5X4 III 3X5 •� 3X7 (a) `•. • 5 r T4 W4 �X5� 9-1-1 i.::,44N4NN%44 3X7 Ill =N z 5 H0714= B4 EM l'.000,00.00...........2715....-H°71 2.5 18-0-0 4X8(A2) = 1.5X4 III 6X12= 5X7= 1. 5X4 III 1-6-0 7-5-3 6-9-6 6-9-6 5-10-4 4-10-12 4-9-2 5-5-14 7-5-3 6-9-6 7-8-14 2' 1 9-6-13 4-9-2 5-5-14 21-0-0 -I— 21-0-0 21-11-8 -fl 9-9-8 -I' 10-3-0 42-0-0 Over 2 Supports > R=1797 U=328 R=1921 U=348 W=5.5" RL=136/-132 Design Cri t: t BC2015/TPI -2014(STD) `G,�EO PROFFS PLT TYP. 20 Gauge HS,Wave FT/RT=2°/G 0°/D /4 0 16.01. N S, ( ) ( ) %Le e* 0 OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-'2118 w'WARNI NGI ww READ AND FOLLOW ALL NOTES ON THIS DRAM7NG' -r �TC LL 25.0 PSF 825N4thAve,ComeliusOR97113 ••IRpORTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE REF R7175- 83584 • Trusses requl re extreme care in fabri cat ng, handling, shipping, Installing and bract ng. Refer to and Follow the latest edition of SCSI (Building Component Safety Information, by TPI and ATCA) for safety practices prior C DL 1 0.0 PSF DATE 07/12/17 to performing these functions. Installers shall prowl de temporary bracing per SCSI. Unless noted otherwl se, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gl d cei I I ng. Locate ons shown for permanent I ateral restraint of webs shat I have bracing 1 natal I ed per BCSI 07/12/2017 C DL 7.0 PSF DRW CAUSR7175 17193096 .4 O�� i sections 83. BJ or B18, as applicable. Apply plates to each face of truss position as shown above and on II L 1 the:Alec Detail:, unless opted nthervlse. Refer to drawing=L6DA-Z fpr s andard plate positrons. OREGON C LL 0.0 PSF CA-ENG BFR/RTT I AI pl ne, a tli vl si on of I TW Bui I di rg Components Group Inc. shal not be responsi bl a for any devi ate on from chi s drawing, any fat Iure to bur Id the truss In conformance wl th ANSI/TPI 1, or for handling, 0111 ppl ng, C AN WCOMNY installaLon a bracing of trusses. `� `zw 14,204' iii, TOT. LD. 42.0 PSF SEAN- 124579 ITCOMPANY . A seal on this drawing or cover page I I at!ng MIs drawl nD, I IMI cotes acceptance of professional eagee l nr) pnsllallty solely for the des!gn shows The sultam .y olduse of structureth this drawl for Any structure is e $ell Tan OUR.FAC. 1. 15 FROM BB 8351 Rovana Circle rasponsl bl 11 ty of the Sul al nag Deal goer per ANSI fI Pl 1 see e.2. Sacramento,CA 95828 For more information see this jobs general notes page and these web sites: Renewal 8/30/2018���8/30/2018SPAC t NG 24.011 ALPI NE: www.al pl net tw.com; TPI: www.tpi est.or, wTCA: www.sbc1 ndustry.co, 1 CC: www.i Cesafe.erg J REF- 1 W2 F7175Z 17 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI OHS) SUBMI TTED BY TRUSS MFR. (0717070--PARR LUMBER-HILLSBORO -Windwood Suntel Bailey PI -- VERIFY VERIFY, OR - BGE) Top chord 2x4 HF #2 (**) 2 plate(s) require special positioning. Refer to scaled late Bot chord 2x4 HF #2 plot details for special positioning requirements. p Webs 2x3 HF #2 :M15 2x4 HF #2: 120 mph wind, 22.40 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Provi de I ateral wi nd bracing per I TWBCG wi nd braci ng details or per anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC engi neer of record. 2X3 studs requi re rei nforcement at 70% of the I ength DL=0.6 psf. tabulated for 2X4 studs of the same grade. Wind loads and reactions based on MWFRS with additional C&C member (a) #3 or better scab reinforcement. Same size & 80% length of web design. member. Attach with 10d Box or Gun nails (0.128"x3",mi n.) @ 6" OC. See DWGS S12030ENC100815 & GBLLETIN1014 for gable wind bracing Deflection meets L/360 live and L/240 total I oad. Creep i ncrease factor requi rements. for dead Ioad i s 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Truss designed to support 1-6-0 top chord outlooker span and load applied per IBC-15 section 1607. cladding Ioad not to exceed 5 PSF one face, and 24" span opposite face. Top chord may be notched 1.5" deep X 3.5" periodically al ong top edge. DO NOT OVERCUT. No knots or other I umber defects allowed within 12" of notches. Do not notch i n overhang or heel panel. 5X7 3X5-::------" _� T 1. 5X4(**) III 5 3X7(**) 0 % 15 5 r a) ' (a) 9-1-1 ::. , 111114 _ tilc .. Iii. 18-0-0 3X5(A1) = 3X7= 3X7= 3X5(A1) 1-6-0 L 21-0-0 21-0-0 J l< 42-0-0 Over Conti nuous Support R=151 PLF U=23 PLF W=42-0-0 RL=5/-5 PLF Note: All PI ates Are 1.5X4 Except As Shown. aEO PROp- Design Cri t: I BC2015/TPI -2014(STD) �G S PLT TYP. Wave FT/RT=2% 0°/B /4 0 16.01. pJ %,7 ( ) ( ) % Z. O, OR/-/1/-/-/R/- Scale =. 1875"/Ft. Truss Components of Oregon (503)357-2118 **WARNING!••READ AND FOLLOW ALL NOTES ON THIS DRAM RGI �(V 83294PE TC LL 25.0 PSF 825N4th Ave,Cornelius OR97113 IgPORTANT•• FURNISH THIS DRAM NG TO ALL CONTRACTORS INCLUOIxe THE INSTALLERS. REF 87175 83585 Trusses regui re extreme care In fabricating, handling, sill phi ng, I floral l l ng and bract ng. Refer to and follow 40. _ the latest edition of BCSI (Bull ding Component Safety Information, by TN and YWCA) for safety practices priorC IL 10.0 PSF DATE 07/12/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. _ top chord shall have properl y attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locati ons shown For permanent I ateral restraint of webs shall have bracing installed per SCSI A rl 1 `[IN II sections B3, 8/or Btg, as applicable. Apply plates to each face of truss and position as shown above and un 07/12/2017 �C DL 7.0 PSF DRW CAUSR7175 17193097 II LoJ n the Joint Befalls. unless noted usage wise. Refer to drawings 160A-Z for standard plate posltlon�. OREGON :C LL I AI pine, a di vi sl on of I TW Bui I ding Components Group Inc. shat I not be responsi bl a for any deviation from thl s 0.0 PSF CA-ENG BFR/RTT drawing, any Cal lure to build the truss in conformance wl th ANSI/TPI 1, or for handl Ing, shi ppl ng, c AN 11Y✓COMPANY Instal lotion a braving of tre==e=_ `Zer 14,20' a TOT. LD. 42.0 PSF SEON- 124582 . AeMI on thl s drawl ng or cover page I I I ng thl s drawl ng, I ndl cotes acceptance of profess)onal eV neer'ng 4Seen pons)bll l ty solely for the design stow,. The sol tab))l ty and use of Ngs drawl ng for any structure Is the e e I'Tan 8351 Rovana Circle respond bl 11 ty oT the Belldlag Dell grler per ANSI/rPI 1 sec.2. P OUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more I nformatl on see this j ob.s general notes page and these web sites: Renewal�da2I'� ALpI NE: www.al pi mei tw.cpm; TPI: ,w.tpi nsf or, WTGA: ww..,bcl ndpstry.con, leG: www.ice,afe.org SPACING 24.0" JREF- 1W2F7175Z17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717070--PARR LUMBER-HILLSBORO -Windwood Suntel Bailey PI -- VERIFY VERIFY, OR - CGE) Top chord 2x4 HF #2 120 mph wind, 20.34 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RI SK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x3 HF #2 DL=0.6 psf. See DWGS S12030ENC100815 & GBLLETIN1014 for gable wind bracing Wind loads and reactions based on MWFRS with additional C&C member requi rements. desi gn. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load Provi de I ateral wi nd braci ng per I TWBCG wi nd braci ng details or per applied per IBC-15 section 1607. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Truss designed to support 1-6-0 top chord outlooker span and cladding load not to exceed 5 PSF one face, and 24" span Deflection meets L/360 Iive and L/240 total load. Creep increase opposite face. Top chord may be notched 1.5" deep X 3.5" periodically factor for dead load is 2.00. al ong top edge. DO NOT OVERCUT. No knots or other I umber defects • allowed within 12" of notches. Do not notch in overhang or heel panel. 4X5= ►\ i I 5-4-13 I- i 10 � 10 ,, i , i i .0, +18-0-0 2X4(81) = 2X4(81) L1-4-0 .1 L1-4-0J L— 6-0-0 ,I, 6-0-0 J 12-0-0 Over Continuous Support R=175 PLF U=46 PLF W=12-0-0 RL=16/-16 PLF Note: Al I PI ates Are 1.5X4 Except As Shown. QED PROpz. Design Cri t: I BC2015/TPI -2014(STD) S PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. Lottie►.(3dNe_ `r�0 OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-2118 w'WARNI NG!**READ AND HUM NOTES ON THIS s DRAIN v 825N4th Ave,Cornelius OR 97113 '•INpORTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE ITC LL 25.0 PSF REF R7175- 83586 Trusses requl re extreme care In fabri ca.ng, handling, shi ppl ng, instal I ng and bracing. Refer to and follow A'' _ the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior A IL 1 0.0 PSF DATE 07/12/17 to performing these fundi ons. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gl d cel I Ina Locati ons shown for permanent lateral rostral nt of webs shat I have bracing i nstal 1 ed per BCSI :C DL 7.0 PSF DRW CAUSR7175 17193098 ,4 O`� sections 83, e)or 810, as applI cable Apply plates to each face of truss and position as shown above and on 07/12/201:9 ll L J I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positlans. OREGOBC LL I Alpine, a division of I Building Components Group Inc. shat, not be responsible for any deviation from this 0.0 PSF CA-ENG BFR/RTT drawl ng, any£allure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN 11WCOMPANY Installation R braes ng of tressEes �(e "Ler 14,4TOT. LD. 42.0 PSF SEAN- 124584 AAsa.I on Ohio drool np or elder Pepe I I etl 0p tnl N dreWI DO, I Ddl eetes ateeptelxe of profess)0101 .001 INerl np _q panel bl 11 ty solely for tho des)pn slow). Tho Sul tabs lty and use of this draWlrq for any structure Is the .9 eg Tan DUR.FAC. 1. 15 FROM BB 8351 Rovana Circle responsl bill ty of the Boll dl ng Designer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more Information see this job's general notes page and mono web sites: Renewal 8e3onols SPACING 24.0' JREF- 1W2F7175Z17 ALPINE: www.al pines tw.con; TPI: www.tpi net.org; WTCwww.sbci ndustry.cow ICC, www. ccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717070--PARR LUMBER-HILLSBORO -Windwood Suntel Bailey PI -- VERIFY VERIFY, OR - C) Top chord 2x4 HF #2 120 mph wind, 20.34 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IBC-15 section 1607. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead I oad i s 2.00. 4X5(R) III 11 ' ,AI 105-4-13 s� ■ ial +18-0-0 1. 5X4 III 2X4(81) --- 2X4(81) L1-4-0-1 Le1-4-0.1 6-0-0 6-0-0 I, 6-0-0 ,I, 6-0-0 -J 12-0-0 Over 2 Supports >1 R=649 U=112 W=5.5" R=649 U=112 W=5.5" RL=129/-129 Design Cri t: I BC2015/TPI -2014(STD) 4�FtEO PROF, ss PLT TYP. Wave FT/RT=2%(06%)/4(0) 16.01. I/°-0,f.GAN �p OR/-/1/-/-/R/- Scale =. 375"/Ft. "+ "WARNI NGI••READ AND FOLLOW ALL NOTES ON THIS DRAM NGI TrussComponentsthAve, of Cornelius (503357-_118 TC LL 25.0 PSF REF R7175— 83587 825 N 4t Ave,Cornelius OR 97 13 '•I!PORTANT.' FURNISH THIS DRAM NG TO ALL CONTRACTORS I NCLUDI NG THE INSTALLERS.Trusses requl re extreme care In fabricating, handling, sill ppi ng, Installing and bracing. Refer to and follow ar...,... 151M0,,./ the latest edition of BGSI (BulIding Component Safety Information, by TPI and wTCA) for safety practices priorII L 1 0.0 PSF DATE 07/12/17 n e]or B10, as appl l cable. Apply plates to each face of truss to performing these functions. Installers shall provide temporary bract ng per BCSI. Unless noted otherwl se, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid eei I I ng. Locatl ens shown for permanent I ateral rostral nt of webs shat I have braci ng i natal led per BCSI :C DL 7.0 PSF DRW CAUSR7175 17193099 r sections B3, s and position as shown above and on ,4 07/12/2017 II �= [J I I I the Jelnt Beta'Is, enleIT noted otherwise. Refer to drawings 1b0A_�for standard plate pool ti ens. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT 1 V AI pine, a vi si on of I TW Bul 1 dl ng Components Group Inc. shat I not be respond bl a for any tlevi ati on from till s - drawing, any failure to but I the truss In conformance wl til ANSI/TPI 1, or for handling, shl poing, AN ITw COMPANY instal l ail on a bracing of trusses. (e "Ler14,sod' �® TOT. LD. 42.0 PSF SEAN- 124586 . A seal on tills drawl rag or cover page I I sti ag thin drew 1 ndl rates acceptance of professi oral eagl neer!nag renpolslblIlty solely for the design ehaws. The sultab0 ty and use of tills drawl ng for any structure Is the II Tar OUR. FAC. 1. 15 FROM BB A� a 8351 Rovana Circle respond bl l l ty of the Sul I dl ng Bess pier per ANSI/TN 1 See.2. 1 e Sacramento,CA 95828 For more inforeotion One this job's general note page and these web sites: SPACING 24.0" JREF- 1W2F7175Z17 an ALPINE: www.al cel mei tw.c ; TPI: www.tot nst.org; WrGA: wow.sbcl ntlustry.com: I CG: www.1 ccsafe.org Renewal 6/30/2018 THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS& DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0717070--PARR LUMBER-HILLSBORO -Windwood Suntel Bailey PI -- VERIFY VERIFY, OR - CG) Top chord 2x6 HF #2 chord 2x4 HF #2 2 COMPLETE TRUSSES REQUIRED I t Webs 2x4 HF Std/Stud :W3 2x4 HF #2: Nail Schedul e:O.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Special loads Bot Chord: 2 Rows @ 2.50" o.c. (Each Row) (Lumber Dur.Fac.=1.15 / PI ate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 76 plf at 0.00 to 76 p1 f at 6.00 Use equal spaci ng between rows and stagger nails TC- From 76 plf at 6.00 to 76 plf at 12.00 in each row to avoid splitting. BC- From 7 pl f at 0.00 to 7 pl f at 12.00 4" o.c. spacing of nai I s perpendi cul ar and paral I el to BC- 1797.08 I b Conc. Load at 2.06, 4.06, 6.06, 8.06 grain requi red i n area over beari ngs greater than 4" 10.06 120 mph wind, 20.90 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wi nd I oads and reacti ons based on MWFRS. anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=3.0 psf, wi nd BC DL=0.6 psf. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4X8(R) III 3X711,111 3" 0� 10 F Alk di 10 5-4-13 ikk L I , ` 18-0-0 / 3X10111 8X8= 3X10111 4X8(B10R) 4X8(B10R) k 3-3-2 + 2-8-14 4- 2-8-14 + 3-3-2 L- 6-0-0 _1_ 6-0-0 J 12-0-0 Over 2 Supports R=4943 U=926 W=5.5" R=5039 U=944 W=5.5" KE0 PROF Design Cri t: I BC2015/TPI -2014(STD) ,SG SS, PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. ./0-0x►.t3MNE�. �0 OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss ne Componts of Oregon (503)357-2118 "WARN'NGI'•READ AND FOUAN ALL NOTES ON THIS DRAM 25.0 PSF REF R7175- 83588 NGI 825 Components n�e,Cornelius OR 97113 ••INPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE y TC LL Trusses regul re extreme care In fabrl cats ng, handl l ng, shl INNINNng, instal l 1 ng and bracing. Refer to and follow v /,_ the latest edition of BCS' (BuiIding Component Safety Information, by TPI and WTCA) for safety practices prior A� I L 1 0.0 PSF DATE 07/12/17 to perform)ng these runt)ons. Installers shall provide temporary bracing per BCS1. Unless noted otherwl se. ,411164, II L the Joint Details, unless noted otherwise Refer to drawings 16OA-Z for=t top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cel I ng. Locations shown for permanent lateral astral nt of webs shah n have bracing I nstaed per BCS' 07/12/2017 :C DL 7.0 PSF DRW CAUSR7175 17193100 ,4 O�� II • se tions B3, B7 or B10, as applicable. Apply plates to each face of truss and post ti on as shown above and on andard plate positions. Al pi ne, a di vi si on of I TW Bui l di ng Components Group Inc. shall not be responsi bl a for any devi ati on from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT - drawing, any fol l ure to loin Id the truss In conformance wl th ANSI/TPI 1, or for handl l ng, shl ppi ng, AN ITweonncaNr insiallon th&bracing of trusses. G `LLY14,2e •�• TOT. LD. 42.0 PSF SEON- 124588 • Amsml on thin Crani nW or town peps I.:,::.^9. I otT nN=nor I s drawl np IMI utas ottaptnndr. or gfor ei anol eotl Marl Iq pawl bit I ty not tl y for the ami i n er pe The Sul t1b)I i ty and use or ml s anon)nR rpr any structure 1 s the �e Q"Tar! DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle raspael bl I I ty of the Rul lel ng Desi goer per ANSI/TN 1 sec,2. Sacramento,CA 95828 For more I nfnrmati an see this,pb•s general notes page and these web site: Renewal 613002018 SPACING 24.0" J RE F- 1 W2 F7175Z 17 ALPINE: www.al pi mel tw.toms TPI: www.tpl nst.org; WTCA: www.sbci ndustry.tom. ICC: www.i@@safe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717070--PARR LUMBER-HILLSBORO -Windwood Suntel Bailey PI -- VERIFY VERIFY, OR - DGE) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud :M1 2x3 HF #2: DL=0.6 psf. Truss desi gned to support 1-0-0 top chord outl ookers and cladding I oad Wi nd Ioads 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 I umber defects allowed within 12" of Ri ght end vertical not exposed to wi nd pressure. notches. Do not notch i n overhang or heel panel. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Bottom chord checked for 10.00 psf non-concurrent bottom chord live bracing requirements. load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1.5X4 III 1.5X4 III i imiP 5 i 2-0-1 �I i � +9-0-0 OMNI 1.5X4 III 1.5X4 III 2X4(A1) 1<-1-6-0----1 3-10-41 12 FE-- 4-0-0 Over 2 SupportsH R=364 U=188 W=3.5" RL=127 R=160 U=98 CEO PROp, Design Cri t: I BC2015/TPI —2014(STD) , SS, PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01. •Or1 i.abNF. i. • OR/—/1/—/—/R/— Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 " EA WARN!NGI*w RD AND FOLLOW ALL NOTES ON THIS DRAWING! Q 825 N 4th Ave,Comelius OR 97113 •IIVORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /� ,83294PE �TC LL 25.0 PSF REF R7175— 83589 Trusses regal re extreme care In fabricating, handling, sill ppl ng, installing and bract no. Refer to and follow I the latest edition of BCS! (Building Component Safety Information, by TPI and w1CA) for safety practices prior / DL 10. 0 PSF DATE 07/12/17 to performing these functions. Installers shall provide temporary bracing per BCS!. Unless noted otherwise, — n top chord shall have properly attached structural sheathing and bottom chard shall have a properly attached ri 91 d cel I I ng. Locati ons shown for permanent I aterai restral nt of webs shat I have brad ng i nstal I ed per BCS! :C DL 7.0 PSF DRW CAUSR71 75 17193101 AAilsec ti ons 83, BT or 1310, as appl i Gobi e. Apply plates to each face of truss and posi ti on as shown above and on 07/12/2017 ILI,I=1^ I I the Jai nt Details, unless noted otherwise. Refer to drawl ngs 160A-Z for standard plate positions.I \�11 I Alpine, a division of ITw Building Components Group In:. shall not be responsible far any deviatiBC LL on from this OREGON 0.0 PSF CA—ENG BFR/RTT drawing, any fol lure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, C. AN ITWCOMR4NY installation R bracing of trusses. �I�y 74 zed+ 0 TOT. LD. 42.0 PSF SEON— 124593 seal on thiof or cover page I 1st!ng this drawl nibI ndl dates acceptance of professional engi rwrl ng ponsi bi I 1 ty dr l y the rpgn shown. The sal tab'I I ty and use of this drawing for any structure Is the s8 8351 Rovana Circle responsi bill ty of the Bull ding Designer per ANSI/TPI 1 See.2. ell Tar - DUR. FAC. 1. 15 FROM BB re Sacramento,CA 95828 For more I nformatl on see this j ob.s general notes page and these web sites: ALPINE: www.al pi nal tw.com; TPI: www.tui nst.org, aTCA: www.sbci ndustry.com; I CC: www.I ccsafe.org Renewal 8/30/2018 SPACING 24.0' J R E F— 1 W2 F 7175217 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717070--PARR LUMBER-HILLSBORO -Windwood Suntel Bailey PI -- VERIFY VERIFY, OR - D) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Wi nd I oads and reacti ons based on MWFRS wi th additional C&C member load applied per IBC-15 section 1607. design. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease factor Ri ght end verti cal not exposed to wi nd pressure. for dead load is 2.00. 1. 5X4 III 1i 5 � 2-0-1 i J 4_9-0-0 t 1. 5X4 III 2X4(A1) Ec 3-10-4 -2 4-0-0 Over 2 Supports- R=318 U=38 W=3.5" RL=38 R=138 U=27 CEO PROFF Design Cri t: I BC2015/TPI -2014(STD) S PLT TYP. Wave FT/RT=2°/e(0%)/4(0) 16.01. r�.-. er,Q&NF� S�0 OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 ••WARNINGI••REM)AND FOLLOW ALL NOTES ONTHISDRAIWNG! REF R7175- 83590 825 N 4t Cornelius Ave,Coelius OR 97113 ••INPoRTANT•• FURNI Sal THIS DRAWING TO ALL CONTRACTORS I NCLUDING THE INSTALLERS. /(�(,/ 83294PE TC LL 25.0 PSF Trusses regui re extreme care in fabri Carl ng, handling, sill ppi ng, Installing and bracing. Refer to and follow LC the latest edltion Of SCSI (Building Component Safety Information, by TPI and WI-CA) for safety practices prior / DL O.0 10.0 0 PSF DATE 07/12/17 to performing these fundi ons. Installers shall provide temporary bracing per BCSI. Unl ess noted otherwise, — n !op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gid cei I i ng. Locati ons shown for permanent I afetal estral nt of webs shat I have.bract ng i n :C DL 7.0 PSF sial I ed per BCSI 07/12/2017 DRW CAUSR7175 17193102 1 sections B3, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on IIIL L J , the Joint BetelIs, unless noted otherwise. Refer to drawings 15BA-Z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT I Alpine, a division of ITV Building Components Group Inc. shatI not be responsible for any deviation from this drawing, any fel l ure to build the truss in conformance with ANSI/TPI 1, or for handl Ing, shipping, 13 AN ITWCOMR4NY installatlnn a bracing of trusses. es4 'Z.14,1'14.2 od+ t� TOT. LD. 42.0 PSF SEQN- 124590 . A seal on MIs drawl ng or cover page I I stl ng thl s drawl ng, I nal utas once of professional engl neeri ng rosponol bill ty solely for the design sham. The Sul tab111 ty and use of of thi MIs drawl ng for any structure Is the V�1 "�Q a 8351 Rovana Circle raspenslmnty or the gun al ng Designer per ANSIiTPI 1 see.z. e h DUR. FAC. 1. 15 FROM BB Sacramento,CA 95828 For more Information see this job's general notes page and these web sites: ALPINE: www.al pi mei tw.con' TPI: www.tpi nst.org'. wTCA: www.sbcl ndustry.corn: I CC: www.1 ccsafe.org Renewal 8/3012018 SPACI NG 24.0" J RE F- 1 W2 F7175Z 17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717070--PARR LUMBER-HILLSBORO -Windwood Suntel Bailey PI -- 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 in roof, RISK CAT II, EXP B, wind TC DL=3.0 psf, wind BC • Webs 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 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. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Do not notch in overhang or heel panel. load applied per IBC-15 section 1607. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1. 5X4 III 5 I il 1 1-7-1 li ra 9-0-0 1. 5X4 III 2X4(A1) L-1-6-0� 2-10-42 Ec3-0-0 Over 2 Supports R=326 U=175 W=3.5" R=97 U=60 RL=104 0 PROF Desi gn Cri t: I BC2015/TPI -2014(STD) # FSS, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. Bif.L.l►,ow e. 'a OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 "WARN!NGI w•READ AND FOLLOW ALL NOTES ON THIS DRAM WI LL 25.0 PSF REF R7175- 83591 825 N 4t Ave,Comelius OR 97113 '•IYpONTANT•• FU NISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS.Trusses regul re extreme care In fabricating, handl log, shipping, Instal l irg and bracing. Refer to and followeir.... fwviTC the latest edition of BCS! (Building Component Safety Information, by TPI and WrCA) fpr safety practices prior DL 1 0.0 PSF DATE 07/12/17 r• to perform)ng these functions. Installers shall prowl de temporary bracing per BCSI. Unless noted otherwise, ,011164, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ri gi d cei I I ng. Locati ons shown for permanent lateral restrai nt of webs shat I have bran ng i notal led per BCSIT :C DL 7.0 PSF DRW CAUSR7175 17193103 ,4 L��� ecti ons B3, B7 or BID, as applicable. Apply plates to each face of truss and position as shown above and on 07/12/20 17 I the pint Details, unless noted otherwise. Refer to drawings 16OA-Z for standard pi ate position= OREGON BC LL 0.0 PSF CA-ENG BFR/PTT 1 ' AI pi ne, a dl vi sl on of ITV!Bui I di ng Components Group Inc. shat I not be responsible for any devl ati on from the s drawing, any fel lure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY I notal I ati on a bract ng of trusses. G tZLy 14 26°4 el TOT. LD. 42.0 PSF SEQN- 124598 A seal on tea s drawl ng or Cover pogo I I:AI ng teas drawl ng, 1 ndl rates acceptanra of profsssl one) engl nearing response bI I I ty sol e1 y for the deal go shown. The sm tab)I I ty and use of Ml s drawl ng for any structure I S the s8 a 11 Tar�.t DUR. FAC. 1. 15 FROM BB 8351 Rovana Circle response bill ty of the Bull ding Dass goer per ANSI/7P! 1 See.2. Sacramento,CA 95828 For morelnformatl on see the s j ob•s general notes page and these web sites: - ALP!NE: www.al p1 neitw.cpm, TPI: way.tpl not.org: WTCA: www.sbci ndustry.con, ICC: www.1 ccsafe.org Renewal 6/3012018 SPACING 24.0" J REF- 1 W2 F7175Z 17 • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0717070--PARR LUMBER-HILLSBORO -Windwood Suntel Bailey PI -- 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, RI SK CAT I I, EXP B, wi nd TC DL=3.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=0.6 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IBC-15 section 1607. design. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead load is 2.00. 1. 5X4 III 5 • 1 1-7-1 I Pr. � " 9-0-0 • 1.5X4 111 2X4(A1) L-1-6-0—>1 2-10-4 .1"12 =rt Fc.3-0-0 Over 2 Supports R=285 U=35 W=3.5" R=86 U=17 RL=31 EO PROp& C Design Cri t: I BC2015/TPI -2014(STD) S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. .s, g„Q6(Y `rte, OR/-/1/-/-/R/- Scale =. 5"/Ft. Truss Components of Oregon (503)357-2118 **WARN!NGI w.READ AND FOLLOW ALL NOTES ON Till DRAIN MGI r'J 825N4th Ave,Cornelius OR97113 '•IatoRT,wr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175- 83592 Trusses regui re a treme care In fabricating, handling, 551 ppi ng, Install Ing and bracing. Refer to and follow the Iatost cdl hi on of BCSI (Building Component Safety I nformati on, by TPI and W CA) for safety practices prior DL 10.0 PSF DATE 07/12/17 to Performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF ri gid cei I I ng. Locatl ons shown for permanent I ateral restrai nt of webs shat I have bract ng instal 1 ed per BCSI DRW CAUSR7175 17193104 A(1 11 O`� sections B3, B)or B10, as applicable. Apply plates to each face of truss and pusl ti on as shown above and on 07/12/2017 II L J I tM1e pint Betall�, unless noted otherwise. Refer to drawings,b0A_zfor standard piste peelt,nns. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT ' AI pi ne, a dl vi si on of I bu Bul I di rg Components Group Inc. shat not be respond b1 a for any dept ati on from this drawl ng, any fall ure to build she truss In conformance with ANSI/TPI 1, or for handling, shl poi ng, AN ITW COMR4NY nstal ati on a bract ng of tressesG '1,�y 14,soeP 0 TOT. LD. 42.0 PSF SEQN- 124595 seal on thl s drawl ng or cover page l e of 8351 Rovana Circle A bility er ne wila , IIS� nThe nal ity a a tom'of tthin dr wingfor wily RSi-ucto"re'°is"the $8eil Tao! Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or; 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or; 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4Brace (1) 1x4 'L" Brace A (1) 2x4 'L' Brace * (2) 2x4 'L' Brace ** (1) 2x6 'L' Brace w (2) 2x6 'L' Brace WNW Bracing Group Species and Grades, Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: K #1 / #2 Spruce-Pine-Fir Hem-Fir 4' 7' 7' 10" 8' I" 9' 3" 9' 7' 11' 0' 11' S' 14' 0' 14' 0" 14' 0' 14' 0' S P #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 CD c O _r Stud 4' 4' 7' 2' 7' 7' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 4' 6' 2' 6' 7" 8' 2' 8' 9' 10' 10' 11' 4' 12' 10' 13' 9" 14' 0' 14' 0' Douglas Fir-Larch Southern Pine*** 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 5 9 #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0" 14' 0' 14' 0' Stud del Standard Standard #3 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' Stud 4' 6' 6' 6' 6' 11" 8' 7' 9' 2° 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' Standard 4' 4' 5' 9" 6' 1' 7' 7' 8' 2' 10' 4" 11' 1' 11' 11" 12' 10' 14' 0' 14' 0' Group B, _U 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 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 CU O 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' .13 a) `� D P L Stud 5' 0' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0" 14' 0' 14' 0" 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). _ ***For 1x4 So. Pine use only Industrial 55 or Standard 5' 0' 7' 0' 7' 5' 9' 4" 10' 0' 12' 5' 12' 11' 14' 0" 14' 0' 14' 0' 14' 5' Industrial 45 Stress-Rated Boards. Group B 0 n r #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 I #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 I�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. OStandard 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 Of 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' 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. D rr 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 10d (0.128'x3.0' min) nails. ' ' 11' About it able Truss 11 41 X For (1) 'L' brace, space nails at 2' o.c. �'f In 18' end zones and 4' o.c between zones Diagonal brace option: YE (For (2) 'L' braces' space Waits at 3' o.c. In 18' end zones and 6' o.c. between zones. vertical length may be � Tlx � 0 doubled when diagonal 18' 'L' bracing must be a minimum of 8 ew of web brace is used. Connect 1 �r 0 member length diagonal brace for 385# .L' at each end. Max web Brace ;� Gable Vertical Plate Sizes total length is 14'. 31E)IE r Vertical Length No Splice 2x4 DF-L #2 or Less than 4' 0' 1X4 or 2X3 better diagonal +I Greater than 4' 0', but 2X4 Vertical length shown brace, single less than Il' 6' in table above. 45 or double cut 18' �( 0 b Greater than 11' 6' 3X '� (as shown) at L-1140 � i � + Refer to common truss design for /� O� peak, splice, and heel plates, upper end. �� � 1 � ontlnuous �'G 1 P / Refer to the Building Designer for conditions Connect diagonal at - ��(�p ' midpoint of vertical web, Refer to chart above Pc,. o- not addressed by this detail, L N w"WARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! V 0� 83294PE n Z REF ASCE7-10-GAB1s03O ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. VV _r Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and /y r� follow the latest eperf mif BCSI(Bfun ion. nt Safety Iafll provide, er TPI and r cn)for safety wL / LATE 10/01/14 practices parr to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord DRWG A12030ENC101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs ALF) I I ('I r shall have bracing installed per BCSI sections B3,B7 or B10,as applicable, Apply plates to each face 07/12/2017 / l J IILII�\\V\IJII of truss and position as shown above and on the Joint Details,unless noted otherwise. Refer to drawings 160A-Z for standard plate positions, OREGON AN TW COMPANY Alpine,a division of ITW Building ComponentsGroup Inc. shall not be responsible for any deviation from /��/� r this drawing,any failure to build the truss in conformance with ANSI/TPI L,or for handling,shipping. ' ' 7 --1,,.,,x„ TGT LU 60 PSr installation IS bracing of trusses. 4 LY 14,10 t� L A seal on this drawing o cover-page listing this drawing,Indicates acceptance of professional i -- engineering responsibility solely for the design shown. The suitability and use of this drawing $eII Tan, 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per c ANSI/TPI 1 Set. ' Earth City,MO 63045 For more information see this job's general notes page and these web sites; ALPINE' www.alpineitw.comi TPI www.tpinst.orgi SBCA' www.sbcindustry.orgi ICC. www.iccsofe.org Renewal 8/3012018 MAX. SPACING 24.0" DabLe De ;; a1L For Let-in Verticals Gable Truss Plate Sizes About O Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. Pi 11 +°Refer to Engineered truss design for peak, splice, web, and heel plates. O ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. le L Gable G © © I Le, © Example, 2X4 tp. 2X4 / 2X8 "T" Reinforcement Attachment Detail "T' Reinforcing 'T' Reinforcing Member Member Toe-nail - Or - End-mai! OO To convert from "L° to 'T" reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply 'T' increase by length (based on appropriate Alpine gable detail). Attach each "T' reinforcing member with End Driven Nails Maximum allowable 'T" reinforced gable vertical l0d 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. 1001 Common (0.148"x3',min) Toenails at 4" o.c. plus i Web Length Increase w/ "T" Brace ��i 4 Nails � � (4) toenails in the top and bottom chords. "T" Reinf. 'T" Mbr. Size Increase 2x6 20 'L .T. This detail to be used with the appropriate Alpine gable detail for ASCE Reinforcing wind load. Member 2x4 30 ASCE 7-05 Gable Detail Drawings Examples A13015051014, A12015051014, 211015051014, 210015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Nails 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) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A1403OENC101014, 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. 4 Nails 1 i Ceiling �4 O PROFS �5 ��xG 1 N E�, �Q ..WARNING!.. READ AND FOLLOW ALL NOTES ON THIS DRAWING! Z REF LET-IN VERT ..INPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. f. 83294PE 9 Trusses require extreme care in fabricating,handling, shipping, Installing and bracing. Refer to and T� follow the latest edition mi BCSI (Building Component Safety all provide, a TPI and SBCA) for safety �r LATE l�/�I/I4 practices prior to performing o B these functions. Installers Information, providematemporary en bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom char DRWG GBLLETIN1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 07/12/2017 L iJL 1 /' �=ii FI shall truss endaposi ion{ased per BCfabrsectionsand and an the Joint Details, unless noted otherwise. 17/91A9 u v Refer to drawings 160A-Z for standard plate positions. 17/}ery{e9ON AN TW COMPANY Alpine,a division of ITV Building components Group Inc. shall not be responsible for any deviation fror. �L� r this drawing,any failure to build the truss Inconformance with ANSI/TPI 1, or for handling, shipping, /_ "t/(y14"2Gt{� 0 v1„ X, TOT. LD. 60 PSE Installation& bracing of trusse • V A seal on this drawing or cover page listing this drawing,indicates acceptance of professionalenS$ . for anylsgtructuresisllthesresponsibilfor lity of the he Building Designern shown. The apieryand use of ANSII/TPI 1 Sects drawing e'I Tao „l i�i2, EAC. ANY 13389 Lakefront Drive For more information s e this Job's general nates • Earth City,MO 63545 ALPINE. wwwalpineitwcoml TPI. www.tpinst.orgi SBCA. www.sbclnd these stryorglICCw www.l csafe.org RBIIBIMtd& �' MAX. SPACING 24.0" ASCE 7-10: 120 mph, 30' Mean Height, Close°, Exposure C Common Residential Gable Eno Wind Bracing Requirements - Stif -reners 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), Topl Continuous roof sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof diaphragm every 4'0" (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail. )< Optional 2x L-reinforcement attached Nails: 10d box or gun (0,128"x3",min) nails. to stiffback with 10d box or gun (0.128" x 3", min.) nails @ 6" o,c, I , L1 2X4 Blocking nailed to 45° sheathing and z4' Max /`►� Jo each truss (Typ) 1 H i'=— ® ®_®_I_I__ ®. 2X4 DE-L #2 H/2 or better diagonal brace, Attach each end XI Mill 11111.1111111111.\ for 560# MI I ontinuous Bearing — 2x6 #2 Stiffback attached to each � DPROF�s Stud w/ (4) 10d box or gun (0.123" X 3", min.) nails. 4, S CO0INF� �� ...WARNING..READ AND FOLLOW ALL NOTES ON THIS DRAWING! iiiirg° wwINpORTANTiw FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE • REE G E WHALER Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and V follow the Latest editionof BCSI (Building can. nt safety llInformation, a TPI and SHCA) for safety DATE 10/01/14 practices prior to o performing these functions. Installers nprovide temporary bracing per safety Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord DRWG GABRST101014 �n ����I� shall have a properly attached rigid ceiling, Locations shown for permanent lateral restraint of webs 07/12/2017 , �) i[ ofll truss bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face �u and position as shown above and on the Joint Details,unless noted otherwise. OREGON w / L Refertodrawings lb IA-Z for standard plate positions. /�0^REVON Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from13 2/17 y AN ITW COMPANY this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, '1Ly 8� installation A bracing of trusse (j�p 14,E �0 M"X� TOT, LD. 60 PSE A seal on this drawing or cover page listing this drawing,indicates acceptance of professional V engineering responsibility solely for the design shown. The suitability and use of this drawing 8e�+Tai 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Sect. w Earth City,MO 63045 For more information see this job's general notes page and these web sites. Renewal 8/30/2018 ALPINE. www.alpiceltw.cani TPI www.tpinst.orgi SUCH. www.sbcindustry.org, ICC. www.lccsafe.org AX, SPACING C RRein � orciHg Ye -nicer Ss L ton 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. 410, / \ Alternative reinforcement specified in chart below may be conservative. -- For minimum alternative reinforcement, re-run design with appropriate II= \/ reinforcement type. /X\ T-Reinf. L-Reinf, Web Member Specified CLR Alternative Reinforecement Scab Reinforcement: Size Restraint T- or L- Reinf, Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. Attach with 10d (0.128"x3.0",min) nails 2x6 1 row 2x4 1-2x6 at 60 o c. Reinforcing member is a 2x6 2 rows 2x6 2-2x40K) minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(*) 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. ()IC) Center scab on wide face of web. Apply (1) scab to each I face of web, NM EMI wwWRNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGIX4LL P S F REF CLR S u b s t. wwINPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, 83294PE Trusses require extreme care in fabricating,handling, shipping, installing and bracing. Refer to and DL PSE DATE 10/01/14 followathe horst edition f B (Building Component Safety all provide, a TPI end r vin for safety _,_. practices prior to performing these functions. Installers sting provide temporary bracing per BCSI. / Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom char. 2L. DL PSF DRWG BRCLBSUB1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs z/1-�I 1)-Ni--- ave bracing installed per BCSI sections B3,B7 or BIB, as applicable. Apply plates to each face 07/12/2017 [J! J I\\� „i of truss and position as shown above and on the Joint Details, unless noted otherwise. ii LL PSF / u v Refer to drawings 160A-Z for standard plate positions. ,7 /9G0N A AN ITW COMPANY this Pine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation iron �� �LY 14,20 0 ',T. LD. PSF drawing, 1,y failure to build the truss in conformance with ANSI/TPI or for handling, shipping, installation 6 bracing of trusse y� A seal on this drawing orcover page listing this drnwing,Indicates acceptance f professional a w� ------ engineering responsibility solely for the design shown. The suitability and use of this drawing ea ell Ta" .,i.,. .iR. FAC. 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. Earth City,MO 63045 For more information see this Job's general notes page and these web sites: Renewal 813012016 ` ALPINE. www.alpineitw.comi TIRD www.tpinstorg1 SBCA, www.sbcindustry.orgi ICC. www�lccsafe.org ..,,'AC1NG Gable Stud Reinforcement Detail ASCE 7-1D 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 x (1) 2x4 'L' Brace * (2) 2x4 'L' Brace NN (1) 2x6 'L' Brace ■ (2) 2x6 'L' Brace xx 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 SSPF #1 / #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1" 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir P r41 / #2 Standard #2 Stud U #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 Stud 4' 7' 7' 8' 8' 2" 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' Q Standard 4' 7' 6' 7" 7' 0' 8' 10" 9' S" 11' S" 11' 10' 13' 10" 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pine*** al #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 SD #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 xt Standard Standard #3 4' B' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5" 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 8° 7' 0' 7' 5' 9' 3' 9' 11' 11' 5" 11' 11" 14' 0' 14' 0' 14' 0' 14' 0' d Standard 4' 7' 6' 2" 6' 7' 8' 2' 8' 9" 11' 1' 11' 10' 12' 10" 13' 9' 14' 0' 14' 0" Group B: U _ SPF #1 / #2 5' 6" 9' 5' 9' 9" 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hen-Fir _ #3 5' 3' 9' 3' 9' 9' 10' 11" 11' 4" 13' 0' 13' 7' 14' 0' 14' 0' 14' 0" 14' 0" #1 & Btr U L,r Stud 5' 3" 9' 3" 9' 7' 10' 11" 11' 4° 13' 0" 13' 7' 14' 0' 14' 0" 14' 0' 14' 0' #I QJ O II Standard 5' 3° B' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pine*** #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' 5' 13' 1' 13' 8' 14' 0° 14' 0' 14' 0" 14' 0' CD CU D P L Stud 5' 5' B' 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).XxxFor 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 SPF #1 / #2 6' 1' 10' 4' 10' 8' 12' 2" 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d 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 L 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. I 1 f Standard 5' 9' 9' 4' 9' 11" 12' 0" 12' 6' 14' 0' 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' oProvidetI uplift ringconnections for 35 plf over X #1 6' 4' 10' 6" 10' 10' 12' 4' 12' 10" 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d 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 #3 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0" 14' 0" 14' 0' 14' 0' 14' 0` with 2' 0' overhang, or 12' plywood overhang. D F L Stud 5' 11' 9' 10" 10' 6' 12' 1' 12' 7' 14' 0' 14' 0" 14' 0" 14' 0' 14' 0' 14' 0' Standard 5' 9' 8' 8" 9' 3' 11' 7' 12' 5' 14' 0" 14' 0" 14' 0' 14' 0' 14' 0' 14' 0' Symm r Attach 'L' braces with 10d (0.128'x3.0' min) nails. ' / About 1' Gable Truss 1 11 I 0 X< For (1) "L' brace: space nails at 2" o.c, ���� :n 18' end zones and 4' o.c. between zones. Diagonal brace option: XE X(For (2) 'L" braces: space nails at 3' a.c. vertical length may be j T 0 in 18' end zones and 6' o.c. between zones. doubted when diagonal brace is used. Connect 18' �111%. "L" bracing must be a minimum of BD% of web diagonal brace for 335# "L" ' 0 member length. at each end. Max web total lengths 14', Brad- ,. Gable Vertical Plate Sizes Vertical Length No Splice 2x4 DF-L #2 or Less than 4' 0' 1X4 or 2X3 better diagonal Greater than 4' 0', but 2X4 Vertical length shown brace; single less than 11' 6' V table above. III or double cut 18' X< 0 Greater than 11' 6' 3X ' 45° (as shown) at L_ 1 11. 0 + Refer to common truss design for upper end. 0 0 r IT 1 9 P _ peak, splice, and heel plates, ontinuous 0 �. Refer to the Building Designer for conditions Connect diagonal at V not addressed bythis detail. midpoint of vertical web. Refer to chart above fc.. a a--o c�',c- �. r (r wwVURNISHIww READ AND OW ALL NOTES ON THIS DRAWING! �j_ y REF AJl,E7-lO-GAB1 015 wwIMPORTANTww FURNISH THIS DRgWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. vv 83294PE / T� Trusses require extreme car in fabricating,handling, shipping,Installing and bracing. Refer to and e r'_ DATE 10�01�14 follow the latest edition of BCSI(Building Component Safety Informotlon. by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. IIII Unless noted otherwise,tap chord shall have properly attached structural sheathing and bottom chord DRWG A1z015ENC101014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs �F ��� II II- shall have bracing Installed per BCSI sections B3,B7 or BM,as applicable. Apply plates to each face 07/12/2017 ' 1)- I\\ f truss and position as shown above and l on the Joint Details,unless noted otherwise. � L I�u u v Refer to drawings 160A-Z for standard plate positions 0REGQN AN TW COMPANY Alpine,a division of ITV Building Components Group Inc. shall not be responsible for any deviation from .�1�] .l w this dr°wing, y Failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, JLI 17 ` `1,�,I.�,, TOT' D 60 ��r installation&any of trusses. 4 CY 14,26 L r A seal on this drawing o cover page listing this drawing,Indicates acceptance f professional — --- engineering responsibility solely for the design shown. The suitability and use of this drawing eft Tao 13389 Lakefront Drive For any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sect. Earth City,MO 63045 For more inf arm°tion see this job's general notes page and these web sites w ALPINE: www,alpineitw.coml TPl: www.tpinst.orgi SECA. www.sbcindustry.orgl ICG www.lccsafe.org Renewal 6/30/2018 MAX. SPACING 24.0"