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Plans (60) 3T 2 O . 7-- 00 0 3 0 [ 02 \3 v.) 6 `I klAova SECEVED Alpine, an ITW Company FEB 1 2017 8351 Rovana Circle Sacramento,CA 95828 (916)387-01 16 Page I of 1 Document ID:1 VXF7175Z0313103431 CITY OF TIGARD Truss Fabricator: Truss Conponents of Oregon Job Identification: 0117072--PARR LUMBER-HILLSBORO -Biggi lot 2 OW Arlington -- VERIFY VERIFY, OR Model Code: I RC Truss Criteria: I RC2012/TPI-2007(STD) �0p PRO Engineering Software: Alpine proprietary truss analysis software. Version 16.01. ,<<GF ctst Truss Design Loads: Roof - 42 PSF 0 1.15 DurationOZ Floor - N/A 83294PE Wind - 120 MPH (ASCE 7-10-Closed) cr Notes: 1. Determination as to the suitability of these truss conponents for the OREGON structure is the responsibility of the building designer/engineer of 73 `2/ zLY oe record, as defined in ANSI/TPI 1. *sell Tare` 2. As shorn on attached drawings; the drawing number is preceded by: CAUSR7175 Ru01 �2018 Details: 12030EC1-GBLLETIN-GABRSTIO-BRCLBSUB-12015EC1- 01/13/2MSubmitted by RTT 10:33:44 01-13-2017 Reviewer: BFR $ $ # Ref Description Drawing# Date 1 24469--EGE 17013037 01/13/17 2 24470--E 17013038 01/13/17 3 24471--E1 17013039 01/13/17 4 24472--F 17013040 01/13/17 5 24473--FG 17013042 01/13/17 6 24474--G 17013043 01/13/17 7 24475--AGE 17013044 01/13/17 8 24476--A 17013045 01/13/17 9 24477--IGE 17013046 01/13/17 10 24478--IG 17013062 01/13/17 11 24479--KGE 17013047 01/13/17 12 24480--K 17013048 01/13/17 13 24481--JGE 17013049 01/13/17 14 24482--J 17013050 01/13/17 15 24483--J1 17013051 01/13/17 16 24484--J2 17013041 01/13/17 17 24485--HGE 17013052 01/13/17 18 24486--CGE 17013053 01/13/17 19 24487--C 17013054 01/13/17 20 24488--C1 17013055 01/13/17 21 24489--C2 17013056 01/13/17 22 24490--B 17013057 01/13/17 23 24491-41 17013058 01/13/17 24 24492--B2 17013059 01/13/17 25 24493--DGE 17013060 01/13/17 26 24494--D 17013061 01/13/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117072--PARR LUMBER-HILLSBORO -Biggi lot 2 OW Arlington -- VERIFY VERIFY, OR - EGE) Top chord 2x4 HF #2 120 mph wind, 22.55 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=4.2 psf, wind BC DL=4.2 Webs 2x3 HF #2 :M10, M11, M12 2x4 HF #2: psf. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MFRS 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" at 48" o/c 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 in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. (a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. NOTE: If wall top plate is not aligned with ceiling plane, wall bracing must be provided to ensure adequate support. See IRC2012 sec. 602.3. Building owner or building design professional shall be responsible to retain engineer for wall/support bracing design. 4X5(R) III 7 I iM11% �M12 5X5 • M10 7 r (a) Aa) '" ' (a� 9-7-7 7 i 5' 0-6-3 c 1 I 9 9 9 9 4— 0 0 0 9 U 11 4 9 I 3 I 9 1 18-0-0 1 ///////////////////////////////////////////////,//////fir-////////////////////////////////////////////// 3X5(B2)= 3X5= 3X5(A1) 1-6-0 n I_ 15-7-4 � 15-10-8 _J I{ 31-5-12 Over Continuous Support R=123 PLF U=10 PLF W=31-5-12 RL=6/-6 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) 0.0-P ROF�s PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .+! +I �C,11E S'r OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss ComonentsofOre on (503)357-2118 "WARNING!•• REM AND FOLLOW ALL NOTES ON THIS DRAWING! REF R7175- 24469 P ) ' ••IMPORTANT•' FURNISH THIS ORAr1NO TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �(j TC L L 2 5.0 P S F 825 N 4th Ave,Cornelius 0 97113 k/ 83294PE Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and fellow D L 1 0.0 PSF DATE 01/13/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior 0.....' - 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 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC BC DL 7.0 PSF DRW CAU SR7 17 5 17013037 ,4�� I T. sections 83, B7 or B10, as applicable. Apply plates to oach face of truss and position as shown above and on O1/1 3i2O 1 41 N1 the Jolnc Oxtails, unless naiad oihorwise. Refer io drawl ngs 100A-Z Tar standartl plate positions. 1 l/ / I , Alpine, a dion of ITW Buildi Components Group Inc. snail at be responsible fen any deviatlen from this OREGON )BC L L 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 ITW COMPANY installation&bracing of tresses. 1o4 C TOT.LD. 42.0 PSF SEAN- 89701 A seal on this drawing or cover paps listing this drawing, Indicates acceptance of professional engineering 4 t Y 14,200 responsibility solely for the design shown. The suitability and use of this drawing for soy structure Is the At DU R.FAC. 1 .15 F ROM BB responsibility of the Building Designer per ANSI/TPI 1 Sac.2. `s a!t T a 5: ;ll 51 Ro, ,Circle S Sacramento.CA 050, For more Information see this Job's general notes page and these web sites'. ALPINE: www.alpineliw.com: TPI: www.tpinst.org; WTCA: www.sbcintlustry.com; ICC: www.iccsafe.org SPACING 24.0" J R E F— 1 VX F 7 1 7 5 Z 0 3 Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117072--PARR LUMBER-HILLSBORO -Biggi lot 2 OW Arlington -- VERIFY VERIFY, OR - E) Top chord 2x4 HF #1&Bet. :T2 2x4 DF-L #2: 120 mph wind, 22.55 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :T3 2x4 DF-L #1&Bet. : anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Bot chord 2x4 HF #2 :B3 2x4 HF #1&Bet.: DL=4.2 psf. Webs 2x4 HF Std/Stud :W2, W3, W4 2x4 HF #2: Wind loads and reactions based on MWFRS with additional C&C member Calculated horizontal deflection is 0.19" due to live load and 0.21" design. due to dead load. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 6X6= T %h T2 7 � —I 7 5X5 3X5% `ip 1.5X4-- 9-7-7 �� _ 3 6X10= 0-6-30 — 3.5 B3 L_ ,: I ila 3.5 18-0-0 5X5(132)!E 1.5X4 III 5X5= 3X10(F4) L-6-ol 6-11-5 8-7-15 6-9-0 4-3-11 4-9-13 6-11-5 6-8-15 8-8-0 9-1-8 ..< 15-7-4 15-10-8 13-8-4 8-8-0 9-1-8 31-5-12 Over 2 Supports R=1369 U=127 R=1501 U=147 W=5.5" RL=169/-163 Design Crit: IRC2012/TPI-2007(STD) ike PROS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .P! r , 1 ��`SS/0 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 ••WARNIMGI••READ AND FOLLOW ALL NDTES ON THIS DRAWING! �,� `"' 825 N 4th Ave,Cornelius OR 97113 ••mpoRTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 41/ !� �Q g TC LL 25.0 PSF REF R7175- 24470 Trusses require ire extreme care i n fabricating,cat I 83294PE q ng, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and PTCA)for safety practices prior W. / _ DL 10.0 PSF DATE 01/13/17 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 ,0011164 rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC BC DL 7.0 PSF DRW CAUSR7 1 7 5 '17013038 T' sections B3, B7 or 810, as applicable. Apply plates to each face of truss aril position as shown above and on 01/13/2017 A n pill 7,7:-...::::7:::77;:::7°:::-----. he Joint Details,unless noted othenrlse. Refer to drewlrga 160:-Z for standard plate positons. II J I Alpina dlvlslnn of 1TW Building Cempen.ot Group Inc. shell net b.reaponslble far any deviation from this OREGON BC LL 0.0 PSF CA-ENG RTT/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMRNY Installation&bracing of trusses. IPC TOT.LD. 42.0 PSF S EQN- 89663 « A sI.n this drawing or coveng r papa listing this drawing. indicates acceptance of professional engineering � 'IAY 14,2046 r..pon.ib111ty solely suitability and u..of this drawing for any structure i.the Ssell Tan ly for the design chow, t DUR.FAC. 1 .15 FROM BB 8351 ROvana Circle responsibility of the Building Designer p.r ANSI/WWI 1 Seo.2. Sacramento,CA 95828 For more information see this jobs general notes page and these web sites: SPACING 24.0" JREF- 1VXF7175Z03 ALPINE: www.alpineitw.com; TPI:www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.org Renewal 6130f2O18 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117072--PARR LUMBER-HILLSBORO -Biggi lot 2 OW Arlington -- VERIFY VERIFY, OR - El) Top chord 2x4 HF #2 120 mph wind, 22,55 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 HF #2 within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Webs 2x4 HF #2 :W1, W5 2x4 HF Std/Stud: wind BC DL=4.2 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5(R1) 4441444444444444444444444440, 3X5. 3X50 3X5 •, ,P 9-7-7 7 r--- (a) (a) —1 7 0-6-3 G ■■ I :\ 4 18-0-0 5X5(B2)= 1.5X4 III 3X7= 3X5= 1.5X4 III 4X5(A2)-- 11-6-d 11-6-d 1 7-10-13 + 7-8-7 4 7-8-7 4 8-2-1 15-7-4 J. 15-10-8 I< 31-5-12 Over 2 Supports R=1366 U=46 R=1494 U=57 W=5.5" RL=169/-163 Design Crit: IRC2012/TPI-2007(STD) vie O PROFFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .► r aGlk f S>O OR/-/1/-/-/R/- Scale =.25"/Ft. TmssComponents ofOre on (SQ3)357-?118 •'1rA101ING1••READ AND FOLLDB NOTES ON THIS DRAWING! 825 N 4th Ave,Comehus OR 97113 "IMPORTANT.. FURNISH THIS CRA■INNI TO ALL INCLUDING THE INSTALLERS. wO 83294PE '� 9 TC LL 25.0 PSF REF R7175— 24471 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and fellow D L 1 0.0 PSF DATE 01/13/17 the latest edition of BCSI (Building Component Safety Information, by TPI end ITTCA) for safety practices prior '-. - to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, r/ top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed par BC BC DL 7.0 PSF DRW CAUSR7175 17013039 Ta sections 83, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 01/13/2017 ,4 n L�)� the Jalnt petal ls. �nlesa rotas othenrise. Refer to drawing�,�A-Z for ste sand plata position=. BC LL 0.0 PSF CA-ENG BFR/RTT (I L Alpine, a division of RTW Bulltling Components Group Inc. shell rot be responsible for e ry devlatlon from this OREGON drawing, anyfailure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, W AN ITCOMRb.NY Installation a bracing of trusses. `., e C TOT.LD. 42.0 PSF SEQN- 89665 • "r�.on drawing fo cover.°'�listing°Th:`x,i�iSity"and use awinf professional oor,engineeringrthe 4sse��'Tar*t�' DUR.FAC. 1.15 FROM 66 8351 Rovana Circle respavlblI Ity of the Building Designer per ANSI/TPI 1 S.c.2. Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: SPACING 24.0" JREF- 1VXF7175Z03 ALPINE:www.alpineitw.com; TPI:www.tpinst.org; WTCA: www.sbclndustry.com; ICC: www.lccsafe.org Renewal 0/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117072--PARR LUMBER-HILLSBORO -Biggi lot 2 OW Arlington -- VERIFY VERIFY, OR - F) Top chord 2x4 HF #2 120 mph wind, 22.55 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 HF #2 within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Webs 2x4 HF #2 :W1, W6 2x4 HF Std/Stud: wind BC DL=4.2 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 9] W3X5 2.25 L 1.25 [10] W3X5 3.00 L 1.25 5X5= ti T 3X5[10]% 7 rX 3X5.35 5X5(SRS) 9-7-7 1 7 — 1" W6 5 r .40011°1°11°°°°111°1/11°°°°°°°° • i ' *,` 18-0-0 L 5X5(A2)= 3X5[9]= 5X10= 1 .5X4 III • v 5X5(A2) 1-6-0 1-6-0 -...-y -.,----,.- 6-10-7 .,--y6-10-7 5-5-2 5-6-14 7-8-7 8-2-1 6-10-7 11-0-1 7-8-7 8-2-1 I_ 6-10-7 11-0-1 15-10-8 .1 33-9-0 Over 2 Supports R=1575 U=72 W=5.5" R=1586 U=68 W=5.5" RL=179/-165 Design Crit: IRC2012/TPI-2007(STD) 0° �R°FFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .t,! `4 r ` EN -'. OR/—/1/—/—/R/— Scale =.1875"/Ft. Truss Components 503 357-?ll8 Com eeMIARNINGIe■READ AND FOLLOW ALL NOTES ON THIS DRAWING! p g ••IIPORTANT.. FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. litIC LL 25.0 P$F REF R7175— 24472 825 N 4th Ave,Cornelius O 97113 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow DL 10.0 PSF DATE 01/13/17 the latest edition of BCS, (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,014111164, cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI :C DL 7.0 PSF DRW CAUSR7175 17013040 7r sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 01/13/2017 All ( � the Joint Details, unless noted otherwise. Refer Co drawl ngs 760A-Z far standard plate positions. ,PDN I Alpiro, a dlvlalen of ITW Building Cempenents Group Inc. shell not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, anyfailure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, CAN ITWCOMPANY installation a bracing of trusses. 'Zi 2O , TOT.LD. 42.0 PSF SEQN— 89668 . A seal en this drawing or Dover page listing this drawing, indicates soosptsnos of professions'engineering 4 y 14, responsibility solely for the design shown. The suitability and use of this drewenp for any structure is the e..6 Tar`� DUR.FAC. 1 .15 FROM BB 8351 ROY303 Circle respols i b i l i ty of the Bu i Id i ng Designer per ANSI/7P' 1 Sec.2. Sacramento,CA 95828 For more Information see this Jobs general notes page and these web sites: ALPINE: www.alpineitw.com: TPI: wsw.tpinst.org:WTCA: www.sbcindustry.com; ICC: www.iccsafe.org Renewal 6130/2018 SPACING 24.0" JREF— 1VXF7175Z03 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117072--PARR LUMBER-HILLSBORO -Biggi lot 2 OW Arlington -- VERIFY VERIFY, OR - FG) Top chord 2x4 DF-L #1&Bet. :T2 2x4 DF-L #2: :T3 2x4 HF #2: Special loads Bot chord 2x6 DF-L 2400f-2.OE :B2 2x4 DF-L #2: (Lumber Dur,Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud :W2 2x4 DF-L Std/Stud: TC- From 72 plf at 0.00 to 72 plf at 6.87 :W4, W6, W7 2x4 HF #2: :W5 2x4 DF-L #2: TC- From 73 plf at 6.87 to 73 plf at 17.88 TC- From 73 plf at 17,88 to 73 plf at 35.25 120 mph wind, 22.55 ft mean hgt, ASCE 7-10, CLOSED bldg, not located BC- From 7 plf at 0.00 to 7 plf at 10.06 within 9.00 ft from roof edge, RISK CAT II, EXP 6, wind TC DL=4.2 psf, BC- From 14 plf at 10.06 to 14 plf at 33.75 wind BC DL=4.2 psf. BC- From 5 plf at 33.75 to 5 plf at 35.25 BC- 515.39 lb Conc. Load at 2.06, 4.06, 6.06, 8.06 Wind loads and reactions based on MWFRS. 10.06 (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 6] W4X8 2.25 R 3.75 [11] W5X5 3.50 L 1.25 [18] W4X8 S 1.25 5X7= T 3X5 5X5[11]% T3 3X5 8X8(SRS) T2 W6 •• �► 9-7-7 1.5X4 III (a) (a) is W4 W5 5 ,- W o/ B2 4X12(A8R)= 4X8(R) III H0508= 4X8[18]= 1 .5X4 III 5X5(A2) --- 4X8(R)[6] III 1-6-0 k 14-0-0 -I 4-1-12 -8-1 3-5-0 7-7-0 7-8-7 8-2-1 4-1-12 6-1-11 7-7-0 7-8-7 8-2-1 I_ 6-10-7 _1_ 11-0-1 15-10-8 -J F< 33-9-0 Over 2 Supports R=3517 U=195 W=5.5" R=2034 U=182 W=5.5" C�Ep PROp�, Design Crit: IRC2012/TPI-2007(STD) S PLT TYP, 20 Gause HS,Wave FT/RT=2°k(0°x)/4(0} 16.01 .P ow)/4(0) OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss ComonentsofOre on 503357-2118 aMIMINGI H READ AND FOLLOW ALL MOTES ON THIS DRAWING! ` REF R7175- 24473 p 1 •.IMpORTA�/j�• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. & 83294PE .�TC L L 2 5.0 PSF F 825 N 4th Ave,Cornelius O 97113 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 1/0"..' DL 10.0 PSF DATE 01/13/17 the latest edition of BCSI (Building Component Safety Information, by TPI and W1CA) for safety practices prior to performing these functions. Installers.shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI BC DL 7.0 PSF DRW CAUS R7 17 5 17013042 E1 Ts sections 83, B7 or 010, as applicable. Apply plates to each face of truss and position as shown above and on 01/13/2017 ,4�f O A I the Jol nt Details, unless noted otlw rwlse. Refer to tlrawi ngs 16DA-Z for standard plate positions. IU ' `V' , OREGON BC LL 0.0 PSF CA-ENG BFR/PTT Alpi na, a tllvlsion of ITri Building Components Group Inc. shall not be responsible for any tleviatien from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, /� AN ITW COMPANY installation a bracing of trusses. 3 `4/ TOT.LD. 42.0 PSF SEAN- 89683 A seal on this drawing or cover pays listing this drawing, Indicates eoceptenn:e of professional engineering Ly 1 4,2 �� responsibility solely for the design shown. The suitability and use of this drawing for any structure is the �� Tan(SC DU R.FAC. 1 .15 FROM B B 8351 Rosana Circle responsibility of the Building Designer per ANSI/TPI 1 S.c.2. S e Sacramento,CA 95828 Far mo nformatlon 5 e this Job s general �tes Page and these web site= SPACING 24.0" JREF- 1VXF7175Z03 ALPINE, www,alpineltw.com; TP1, www.tpinst.org; WTCA. www.sbcindustry.com: ICC. www.iccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT {LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117072--PARR LUMBER-HILLSBORO -Biggi lot 2 OW Arlington -- VERIFY VERIFY, OR - G) Top chord 2x4 HF #2 120 mph wind, 22,55 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=4.2 psf, wind BC Webs 2x4 HF #2 :W1, W5 2x4 HF Std/Stud: DL=4.2 psf. Left end vertical not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member 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 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, JT PLATE LATERAL CHORD Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. No SIZE SHIFT BITE [ 1] W1.5X4 S 2.25 4X5(R1)4' Tn ....400.07;•••••••0000./41111413X5-%-": 3X5% 3X5 9-7-7 (a) W1 (a) -17 5-9-1 1 1 _ .. 18-0-0 1 .5X4[1] III 3X7= 1 .5X4 III 3X5= 3X5(A1) 1-6-0 I. 6-7-8 ? 7-8-7 8-2-1 'I (_ 6-7-8 _L_ 15-10-8 J I22-6-0 Over 2 Supports R=969 U=113 W=3.5" R=1108 U=105 W=5.5" RL=104/-143 , PROP Design Crit: IRC2012/TPI-2007(STD) �,� FS PLT TYP. Wave FT/RT=2°%(0°%D)/4(0) 16.01 .Pe O �1 -F s/0 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 ••WARNING!•• RLAD AND FOLLOW ALL NOTES ON THIS DRAWING! 4 2TC LL 25.0 PSF REF R 7 1 7 5- 24474 825 N 4th Ave,Cornelius O 97113 "IMPORTANT.. FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS, 44/ 83294PE . /� Trusses require extreme care in fabricating, handling. shipping, installing and bracing. Refer to and follow J� ".- D L 1 0.0 PSF DATE 01/13/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior I l� i to performing these Functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, ,0411,64 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC D L 70 PSF DRW CAU SR7 1 7 5 17013043 rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI Ta sections 63, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and 0 01/13/2017 ,4 LF .... I ; the Jol nt Details, unless noted otherwise. Refer to drawin s 160A-Z for standard late ositlons. n g P P BC LL 0.0 PSF CA-ENG BFR/PTT I Alpine, a tlivision of ITW Building Components Group Inc. shell not be responsible for any tleviatlen from this OREGON drawing, anyfailure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation R bracing of trusses. 13 vt, oZC. TOT.L D. 42.0 PSF SEAN- 89672 A seal on this drawing or cover page listing this drawing. Indicates acceptance of prof.sslon.1 engineering ll� LY 14,20 responsibility solely for the design show.,. The suitability and use of this drawing for any structure is the ss a�r T a n r� OUR.FAC 1 1 .15 FROM BB 8351 Rosana Circle responsibility of the Building Designer per ANSI/TPI 1 Seo.2. Sacramento,CA 95828 For more Information see this job's general notes page aro these web sites: SPACING 24.0" JREF- 1 VXF7175Z03 ALPINE: www.alpineltw.com; TPI: wv.w.tpinst.org; WTCA:www.sbcindustry.com; ICC: www.iccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117072--PARR LUMBER-HILLSBORO -Biggi lot 2 OW Arlington -- VERIFY VERIFY, OR - AGE) 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=4.2 psf, wind BC Webs 2x3 HF #2 :W1, W4 2x4 HF Std/Stud: DL=4.2 psf. Truss designed to support 1-0-0 top chord outlooker span and Wind loads and reactions based on MWFRS with additional C&C member cladding load not to exceed 5 PSF one face, and 24" span design. opposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c along top edge.D0 NOT OVERCUT. No knots or other lumber defects Provide lateral wind bracing per ITWBCG wind bracing details or per allowed within 12" of notches. Do not notch in overhang or heel panel . engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. JT PLATE LATERAL CHORD No SIZE SHIFT BITE Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, [ 3] W1.5X4 S 2.25 Ce=1.10, CAT II & Pf=21.17 psf. [41] W1.5X4 S 2.25 4X5= r i i r 44444 6-4-0 — 6 ( —1 6 3X5 3X5 1-0-4 WA ' 1-0-4 W1/ //////////////////////////////// ////I'//////////////////////N/ /// W4 4) 9-0-0 1 .5X4 3] III 5X5==- 3X5= 1 .5X4[41] III 1. --2-0-0 -1 3X5= 1. .2-0-0- .J I� _ 21-3-0 �I [1-1-1I 19-0-14 –I1-1-11 I_ 10-7-8 _I_ 10-7-8 _I I� 21-3-0 Over 2 Supports R=134 PLF U=5 PLF W=12-0-0 R=123 PLF U=10 PLF W=9-3-0 RL=10/-10 PLF Note: All Plates Are 1 .5X4 Except As Shown. PROF Design Crit: IRC2012/TPI-2007(STD) 0t FS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .tt u E411Ey, -,47. `V. OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components ofOregon (503)357-2118 ••WARNING!•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! 9 TC LL 25.0 PSF REF R7175— 24475 h 1� 1 •IMPORTANT.• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE 825 N 4t Ave,Cornelius O 97 ]3 Trusses require extreme BCS care In fabricating, SfetI handling. shipping, Installing and bracing. Refer to and fellow 000,-- the .v, .� DATE 01/13/17 latest edition of BC51 (Building Component Safety Information, by TPI and WTCA) for safety practices prior -- e- DL 10.0 P S F to performing those functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,4011111/4 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC D L 7.0 PSF DRW CAUSR7 1 7 5 17013044 rigid coiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI ALP)" 1 7 sections B3. 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 01/13/2017 �I O I r the Jol nt Dotalls, unless noted otfxxrwise. Refer to drawings 160A-Z for standard plata positions. lU• L Alpine. a di:l=ien of ITw B:doing eempenents o: Inc. :hall °At be responsible fen any deviation fr.m this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any.enure ng build the truss in conformance with ANSI/TPI 1, or for handling, snipping, Z ;s LY 4,20 TOT.LD. 42.0 PSFAN ITW COMR4NY tUSEQN— 89640 ei Aeal on thingngy solely for thdesign shown, The suitabilityuse of this drawng for any structure Ishe s a�� Tao(1 DU R.FAC. 1 .15 F ROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2,Sacramento.CA 95828 For more Information see this,Job's general notes page and these web sites: SPACING 24.0" J REF- 1 VX F 7 1 7 5 ZO 3 ALPINE: www.alpineitw.com; TPI: www.tpinst,org: WTCA: www,sbcindustry.com: ICC: www,iccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117072--PARR LUMBER-HILLSBORO -Biggi lot 2 OW Arlington -- VERIFY VERIFY, OR - A) 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=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 3] W3X5 1.75 R 2.75 [18] W3X5 1.25 R 2.75 4X5= 3X5*- 3X5 6-4-0 66 1.5X4 III /\ 1.--1 .5X4 III : 1-0-4 : ---171 _ � 14 9-0-0 3X5(R[3] III 3X5= 3X5= 3X5= 3X5(R [18] III I.. 2-0-0 .J 1. -2-0-0->1 F- 5-3-12_ 7-1-0 _ 5-3-12 7-1-0 7-1-0 5-3-12 5-3-12 21. I_ 10-7-8 10-7-8 1 21-3-0 Over 2 Supports R=1071 U=41 W=5.5" R=1071 U=41 W=5.5" RL=107/-107 rtD Design Crit: IRC2012/TPI-2007(STD) r' PRoi PLT TYP. Wave FT/RT=296(096)/4(0) 16.01 .►(�O ,1�jy a `s/0 OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-2118 "IrARNINCI°•READ AND FOLLOW ALL NATES ON THIS DRAWING! (.., � TC LL 25.0 PSF 825 N 4th Ave,Cornelius O 97113 "IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE 9 REF R7175— 24476 _ Trusses require extreme care In fabricating, handling. shipping, Installing and bracing. Refer to and follow - D L 1 0.0 PSF DATE 01/13/17 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing those 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 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI BC DL 7.0 PSF DRW CAUSR7 1 7 5 17013(1;7! Ta 11___,.P' sections B3, 67 or 010, as applicable. Apply plates to each face of truss and position as shown above and on 01/13/2017 .moi [I IN the Joint Details, unless noted otherwise. Refer to drawings 160A_Z for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/RUT Alpine, a division of ITP Building Components Group Inc, shall not be responsible for any deviation from this OREGON drawing, anyfailure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN rrWCOMPANY installation&bracing of trusses. V& 2O e C TOT.LD. 42.0 PSF SEQN- 89637 . A...I on this drawing or ower pope listing this dressing. I nd l nates soa ptano.of professional•ng i neer l rg 14, w on. The suitability and use of this dr responsibility solely for the design.nawing for any structure is the *sell Tao a DUR.FAC. 1 15 FROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 S.o.2. a Sacramento,CA 95828 For more Information gee this Job's general notes page and these web sites: SPACING 24.0" JREF- 1VXF7175Z03 ALPINE: www.alpineitw.com; TPI: www.tpinst.org;WTCA:www.sbcindustry.com; ICC: www.lccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117072--PARR LUMBER-HILLSBORO -Biggi lot 2 OW Arlington -- VERIFY VERIFY, OR - IGE) Top chord 2x4 HF #2 :T3 2x6 HF #2: 120 mph wind, 22.93 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=4.2 psf, wind BC Webs 2x3 HF #2 :M6, M7, M8 2x4 HF #2: DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and 5 PSF Wind loads and reactions based on MWFRS with additional C&C member cladding on one face in area (0) only, and 24" span on opposite face. design. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" Provide lateral wind bracing per ITWBCG wind bracing details or per of notches. Do not notch in overhang or heel panel . engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. (a) #3 or better scab reinforcement. Same size & 80% length 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 for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21,17 psf. + Provide lateral bracing for inset chord. Attach nailer at edge of lower roof diaphragm, or use purlins at 24" oc. 4X5 =-=- a HI12 r- 0i � 10-5-3 i i -112 i � II ,. I I -- 3X7= 2X4(B1) ---- 2X4(81) (0) I— 13-11-4 --I 11 'i R=499 W=5.5" R=178 PLF U=15 PLF W=12-1-8 I' 10-0-0 10-0-0 -..1 RL=19/-20 PLF 1.. 20-0-0 Over 2 Supports > Note: All Plates Are 1 .5X4 Except As Shown. Ep PROF- Design Crit: IRC2012/TPI-2007(STD) �� FSS) PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .x,. I.444r,( EN F. • OR/-/1/-/-/R/- Scale =.1875"/Ft. ••WARN I NG l.w READ ANO FOLLOW ALL NOTES ON T HI S DRAWING! V Truss Components of Oregon 503)357-_1181 ..IIWORTAIR.• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE NITC LL 25.0 PSF REF R7175- 24477 825 N 4th Ave,Cornehus 012 97113 , ' Trusses require extreme care in fabricating, SfetI handling, shipping, installing and)bracing. Refer to and follow _.,D L 10.0 PSF DATE 01/13/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporarynanbracing per BCSI. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 11! rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI :C DL 7.0 PSF DRW CADS R7 1 7 5 17013046 f1 T. sections 03, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 01/13/2017 __ ,4 I I II A ' I the Joint Dotalls unless noted oc herwise. Refer to drawings 160A-Z for stantlard place positions. OREGON R EG O N — • IIIJIII `v, BC LL 0.0 PSF CA-ENG BFR/PTT Alpine, a division of ITW Building Cpnponents Group Inc. shell not be responsible for any deviation from this drawing, any failure co build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY .,,stat tatter,,bracing of trusses. ° VI/ 14 zp0� TOT.LD. 42.0 PSF SEQN- 89689 . A seal on this drawing or cover page listing th1$drawing. Indicates acceptance of professional engineering S responsibility solely for the design shorn. The suitability and use of this drawing for any structure is the s '� TAa D U R.FAC. 1 .1 5 FROM BB responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 8351 Rovana Circle Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: Renewal 6I30I20 18 SPACING 24.0" J REF- 1 VX F 7 1 7 5 Z 0 3 ALPINE: www.aipineitw.com; TPI: www.tpinst.org: WTCA: www.sbcindustry.com; ICC, www.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117072--PARR LUMBER-HILLSBORO -Biggi lot 2 OW Arlington -- VERIFY VERIFY, OR - IG) Top chord 2x4 HF #2 2 COMPLETE TRUSSES REQUIRED I t Bot chord 2x6 DF-L SS Webs 2x4 HF Std/Stud :W3, W4 2x4 HF #2: Nail Schedule:0.120"x3", min. nails :Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 3.50" o.c. (Each Row) Special loads Webs : 1 Row @ 4" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Use equal spacing between rows and stagger nails TC- From 78 plf at 0.00 to 78 plf at 10.00 in each row to avoid splitting. TC- From 78 plf at 10.00 to 78 plf at 20.00 4" o.c. spacing of nails perpendicular and parallel to BC- From 7 plf at 0.00 to 7 plf at 20.00 grain required in area over bearings greater than 4" BC- 1369.17 lb Conc. Load at 2.06, 4.06, 6.06, 8.06 10.06,12.06,14.06,16.06 120 mph wind, 23.43 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 1366.27 lb Conc. Load at 18.06 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC R III DL=4.2 psf. 4X8 Wind loads and reactions based on MWFRS. 4X8(R) Deflection meets L/360 live and L/240 total load. Creep increase JT PLATE LATERAL CHORD jj factor for dead load is 1.50. r No SIZE SHIFT BITE �� [ 6] W4X5 3.00 L 1,25 [12] W4X5 3.00 R 1,25 12 12 4X5[6]i 4X5[12] W4 4i 4 10-5-3 AdAI / ►I % \)111111116,-1, 18-0-0 5X7(1310R) 3X10 N 4X8(R) III 4X8(R) III 3X10% 5X7(1310R) 5-2-10 4-9-6 4-9-6 5-2-10 4-3-2 3-9-14 3-9-14 3-9-14 4-3-2 10-0-0 10-0-0 J Fc 20-0-0 Over 2 Supports R=6975 U=712 W=5.5" R=7051 U=653 W=5.5" QED PROP& Design Crit: IRC2012/TPI-2007(STD) �G SS, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .e 1 4 GIN F� �p OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components ofOre on 503{1)357-_118 '•WARNING!.. READ AND FOLLOW ALI NOTES ON THIS DRAWING! 4jrr" 825 N 4th Ave,Cornelius OR 97113 ' "IIpORTM/r" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, /_ 83294PE 9[� TC LL 25.0 PSF REF R7175- 24478 Trusses requires extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow r! '/'- • __._r:, DATE 01/13/17 the latest edition of BCSI (Building Component Safety Information, by TPI and IYTCA) for safety practices prior C'y D L 10.0 P S F to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, Oligillihk cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI01/13/`017 C DL 1'1 7.0 PSF DRW CAUSR7175 17013062 to sections B3, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on A�LJ II-I I [ 1 the Joint Details. unless noted otherwise. Refer to drawings 160A-2 for standard place positions. `v1 I Alpine. a division of ITw Building components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMP4NY Inal stlation 6 bracing of trusses. 3 �Ly 14,�G04 �� TOT.LD. 42.0 PSF SEQN- 89693 A seal on this drawing or cover pegs listing this drawing, Indicates acceptance of professional engineering S responsibility solely for the design shown. The suitability and use of this drawing for any structure is the ress e/I T a r DU R.FAC 1 1 5 F ROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/TR! 1 Sec.2. e 1 Sacramento.CA 95828 For more Information see this Jobs general notes page and these web sites. Renewal 6!30120 18 SPACING 24.0" J R E F- 1 VX F 7 1 7 5 Z 0 3 ALPINE. www.alpineitw.com: TP1, www.tpinst.org; YWCA: www.sbcindustry.com; ICC: www.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117072--PARR LUMBER-HILLSBORO -Biggi lot 2 OW Arlington -- VERIFY VERIFY, OR - KGE) 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=4.2 psf, wind BC Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load 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" at 48" o/c 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 in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12015ENC101O14, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.1O, Ce=1.1O, CAT II & Pf=21.17 psf. 4X5= 1 W1 3-4-3 6I — 16 F} 0 _ 0 0 0 4_9-0-0 2X4(A1)= 2X4(A1) --1-6-0-- —1-6-0-->J 1` 6-0-0 + 6-0-0 L 6-0-0 6-0-0 J Hz 12-0-0 Over 2 Supports R=746 U=138 W=3.5" R=746 U=138 W=3.5" RL=74/-74 Note: All Plates Are 1 .5X4 Except As Shown. EO PROF Design Crit: IRC2012/TPI-2007(STD) eG� FSS, PLT TYP. Wave FT/RT=2% 0% /4 0 16.01 .00 ( } ( } 4,(35N F4 O OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (5031357-2118 WARNING •. READ AND FOLLOW ALL NOTES ON THIS DRAWING! Mrd ki 11 '4 TC LL 25.0 PSF REF R7175- 24479 825 N 4th Ave,Cornelius O 97113 "IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and fellow 1 ":D L 10.0 PSF DATE 01/13/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached -7 ,0011164 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI O1113�"01/ C DL 7.0 PSF DRW CAUSR7175 17013047 rnI�I r T. sections 63, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on A l�J I N 7,:—.07.:::::::,7%7=7—• ::::::::::::.1.-%%:7.:::::::::::::::::— O R EG O N Il IILJI, U • 1 BC LL 0.0 PSF CA-ENG BFR/RTT 1 � e, poneroom this drawing, anyfailure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY instal laden b bracing of trusses. 13 4 `ZLY 14 2004 TOT,LD. 42.0 PSF SEQN- 89698 A seal on this drawing or cover pays listing this drawing, Indicates acceptance of professional engineering p responsibility solely for the design shown. The suitability end use of this drawing for any structure is the I s responsibility of the Building Designer ANSI/TPI 1 Sec ll T a IA DU R.FAC. 1 .15 FROM BB 8351 Ro as Circle py g gp .2. Sacramento,CA 95828 For more information sou this Job's general notes page and these web sites: Renewal Bi30!20 18 SPACING 24.0" J REF- 1 VX F 7 1 7 5 Z 0 3 ALPINE www.alpineltw.com; TPI: www.tpinst.org: WTCA, www.sbcindustry.com; ICC, www.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117072--PARR LUMBER-HILLSBORO -Biggi lot 2 OW Arlington -- VERIFY VERIFY, OR - K) 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=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= I6 6 I 3-4-3 II Ilh----,,,,,,„„„„,....„ — g 9-0-0 V 1 .5X4 III 2X4(A1)= 2X4(A1) -1-6-0-->-1 1-c---1-6-0---1 !` 6-0-0 + 6-0-0 6-0-0 6-0-0 1 12-0-0 Over 2 Supports R=633 U=25 W=3.5" R=633 U=25 W=3.5" RL=66/-66 CEO PROp-t, Design Crit: IRC2012/TPI-2007(STD) s PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .4'du Chis - `s/• OR/-/1/-/-/R/- Scale =.5"/Ft. Truss ComponentsofOre on (503)357-2118 "MAIMING!" READ AND Folia'ALL NOTES ON THIS DRAWING, 4/ REF R7175- 24480 113 •.IMPORTANT.• FURNISH THIS DRAWING To ALL CONTRACTORS INCLwINg THE INSTALLERS, ((/ $3294PE ITC LL 25.0 PSF 825 N 4t Ave,Cornelius O 9711.1 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and fellow a / ' D L 1 0.0 PSF DATE 01/13/17 Che latest edition of BC51 (Building Component Safety Information, by TPI and IKTCA) for safety practices prior to performing these functions. Installers.shall provide temporary bracing per BCS,. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ,041164, rigid ceiling. Locations shown for permanent lateral restraint of webs snarl have bracing installed per BCS, BC DL 7.0 PSF DRW CAUSR7175 17013048 Ta sections 83, 87 or B10, as applicable. Apply plates to each face or truss and position as shown above and on 01/13/2017 ALF—) I i the Joint Details. unless rototl otherwise. Refer to drawings 160A-2 for standard plate posi[lons. I Alpine, a division of ITw Bulldirg Components Gnet be responsible for any de„iatlnn from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any failure to build the truss in conformance with ANSI/TPi 1, or for handling, shipping, AN ITWCOMPANY installation&bracing of tresses. 4 SLY 94 Zoom TOT.LD. 42.0 PSF SEQN- 89695 A seal on this drawing or cover peps listing this drawing, Indicates soceptenoe of professional engineering cid, responsibility solely for the design shown. The suitability and use of chis drawing for any structure Is chw ss a�� T a h DU R.FAC. 1 .15 FROM B B 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2, Sacramento,CA 95828 For Imre Information See this jobs general notes Page and these web sites: SPACING 24.0" JREF- 1VXF7175Z03 ALPINE: www.alpineitw.com: TPI: www.tpinst.org: YWCA: www.sbcindustry.com; ICC', www.iccsafe.org Renewal 6/30/20 18 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117072--PARR LUMBER-HILLSBORO -Biggi lot 2 OW Arlington -- VERIFY VERIFY, OR - JGE) Top chord 2x4 HF #2 120 mph wind, 20.68 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=4.2 psf, wind BC Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load 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" at 48" o/c 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 in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1,10, CAT II & Pf=21.17 psf. Shim all supports to solid bearing. 4X5= A► , IVA 12 F 7 12 0111111 /1111 •• liki r4X8(R) III 11111111 —111.40011. 1-1 ' 7Lii 5-11-3 likkilik' 18-0-0 1 r 7 3X5(F1)1% 3X5(F1)� L1 '.J L1 'i I- 5-6-0 1 5-6-0 11-0-0 Over Continuous Support R=130 PLF U=42 PLF W=11-O-0 RL=15/-15 PLF Note: All Plates Are 1 .5X4 Except As Shown. �c p PROS-� Design Crit: IRC2012/TPI-2007(STD) E S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .t'( < ©6NE� `S/ OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon 503 357-2118 •eNARN I NG I•• RIAD AND FOLLOW ALL NOTES ON THIS DRAWING! 4 825 N 4th Ave,Cornelius OR 97113 .*IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. [U VV 83294PE 9 TC LL 2//5�.0 PSF REF R7175- 24481 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow Cr 00/ CDL 1 L.0 PSF DATE 01/13/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI BC DL 7.0 PSF DRW CAU SR 7 1 7 5 17013049 to sections 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on 01/13/2017 ' the Joint Details, unless ratetl otherwise. Refer to drawl s 160A-Z!or standard late osltions. A U�_N I P P OREGON BC LL 0.0 PSF CA-ENG BFR/RTT 1 Alpine, a division of ITW Building Components Group Inc. shall nwc be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TP1 1, or for handling, shipping, AN ITW COMPANY instal Iation a bracing of tresses. `ALV 14 2O TOT.LD. 42.0 PSF SEQN- 89677 42, A seal on this drawing or cover paps listing this drawing, Indicaes acceptance of professional engineering e responsibility solely for the design shown. The suitability and use of this drawing for any structure the self �ar�i DOR.FAC. 1 .15 FROM BB 8351 Rol Ona Circle respons i b i I i ty of the Building Designer per ANS R TTP I 1 Seo.2. Sacramento.CA 95828 Far mere Information s e this Jeb s general �tes page and these web Sites: SPACING 24.0" J REF- 1 VX F 7 1 7 5 Z 0 3 ALPINE: www.alpineitw.com; TPI: www.tpinsc.org; NTCA: www.sbcindustry.com; ICC'. www.iccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117072--PARR LUMBER-HILLSBORO -Biggi lot 2 OW Arlington -- VERIFY VERIFY, OR - J) Top chord 2x4 HF #2 120 mph wind, 20.68 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 HF #2 within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Webs 2x4 HF Std/Stud wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5 /\ /P\ 12 112 1111 li 5-11-3 4X8(R) III � 7W=4 Fas 71 18-0-0 CJ 3X5(F1)0- 3X5(F1)- L-1 ' L1 '� I_ 5-6-0 5-6-0 J 5-6-0 >1< 5-6-0 11-0-0 Over 2 Supports > R=604 U=31 W=5.5" R=604 U=31 W=5.5" RL=141/-141 SEP PRpFk. Design Crit: IRC2012/TPI-2007(STD) �C ......-s !r, TYP. Wave FT/RT=2%(0°x)/4(0) 16.01 .�e p ©6N F `s/• OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 •*WARN ING!•• RLN)Ara FOLLOW ALL raTES ON THIS DRAWING! 0 (4. 'Q TC LL 25.0 P S F 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT•• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS, CG/ 83294PE 9REF 87175- 24482 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow a �_ the latest edition of SCSI (Building Component Safety Information. by TPI and WTCA) for safety practices prior �� TC-DL 10.0 PSF DATE 01/13/17 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 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI BC D L 7.0 PSF DRW CAU S R 7 17 5 17013050 Ta sections 83. B7 or 010, as applicable. Apply plates to each face of truss and position as shown above and on 01/13/2017 I � the Joint Dotalls, unless noted othorwlse. Refer to drawings 160A-Z Tor standard plate positions. IL, ��_N Al a di�islen of ITw B�ildi Cam is Imo. shall not be r ble fen da�iatien from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT pine, ng ponan p aspens any drawing, any failure to build the truss n conformance with ANSI/TPI 1, or for handling, hipping, AN ITWCOMR NY installation.bracing of trusses. 71 .1,�,�4 Zooms TOT.LD. 42.0 PSF SEQN- 89674 A seal on this drawing or clover page listing this drawing, Indicates acceptance of professional engineering ^ responsibility solely for the design shown. The suitability and use of thio drawing for any structure is the {�S ppe II T a 0 9c D U R.FAC. 1 .15 FROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Sec,2. JJ Sacramento,CA 95828 For more Information see this Jobs general notes page and these web sites --- SPACING 24.0" JREF- 1VXF7175Z03 ALPINE: www.alpineitw.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.org Renewal 6/30/2018 > THIS DWG PREPARED FROM COMPUTER INPUT (LOADS K DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117072--PARR LUMBER-HILLSBORO -Biggi lot 2 OW Arlington -- VERIFY VERIFY, OR - ii) Top chord 2x4 HF #2 120 mph wind, 20.68 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 HF #2 within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Webs 2x4 HF Std/Stud wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5-=- AL X5=/\ 12 F 12 lIl li5-11-3 4X8(R) III 1 7 �I ., 18-0-0 1 3X5(F1) 3X5(F1)� 5-6-0 l 5-6-0 5-6-0 >I.< 5-6-0 >. 11-0-0 Over 2 Supports > R=515 U=21 R=608 U=32 W=5.5" RL=129/-117 co PROF Design Crit: IRC2012/TPI-2007(STD) -c� SS> PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .00% ���N E . O OR/-/1/-/-/R/- Scale =.375“/Ft. __Truss Components of Oregon 503\))357-2118 "wnRNINGI•• READ Aro FOILDW ALL NOTES ON THIS DRAWING! 83294PE dihl 825 N 4th.Ave,Cornelius Ol�97113 � ••IIPORTAN” FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. ((/ - TC LL 25.0 PSF REF R7175- 24483 Trusses require extreme care in fabricating, handling, shipping. Installing and bracing. Refer to and fellow /" D L 10.0 PSF DATE 01/13/17 the latest edition of BCSI (Building Component Safety Information, by TPI and W7CA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 01/13/2017 :C DL 7.0 PSF DRW CAUSR7175 17013051 LLA t• sections 83. B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on .7[-L A f I ; the Joint Details. unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. OREGON O N ' \v' I Alpine. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from Chi BC LL 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 ITWCOMP4NY Installation&bracing of tresses. <, `Z-Y 14,211- to TOT.LD. 42.0 PSF SEQN- 89679 A seal on this drawing or cover page listing this drawing, Indicate.acceptance of professional engineering S responsibility solely for the design shown. The suitability and use of this drawing for any structure is the 'e l r T a r DU R.FAC 1 .15 FROM BB 8351 Rosana Circle responsibility of the Building Designer per ANSI/TPI 1 S.c.2. Sacramento.CA 95828 For more Information see this Jobs general notes page and these web sites: Renewal 6/30/2018 SPACING 24.0" J R E F- 1 VX F 7 1 7 5 Z 0 3 ALPINE: www.aipineitw.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; !CC: www.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117072--PARR LUMBER-HILLSBORO -Biggi lot 2 OW Arlington -- VERIFY VERIFY, OR - J2) Top chord 2x4 HF #2 120 mph wind, 21.18 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 HF #2 within 9.00 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Webs 2x4 HF Std/Stud wind BC DL=4.2 psf. :Rt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, factor for dead load is 1.50. Ce=1.10, CAT II & Pf=21.17 psf. 4X5 -- .1b. X5=i► F NM 12 111 12 5-11-3 4X8(R) III 7I 411komp _I_ si 0-7-3 18-0-0 1 3X5(F1) 4X5(G1)lir 5-6-0 5-4-0 5-6-0 + 5-4-0 a mc 10-10-0 Over 2 Supports y R=515 R=509 W=3.5" RL=104/-103 _EO PROp4 Design Crit: I RC201 2/TP I-2007(STD) �� `SS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .*4-.0 �i N E . �O�^D TC L L 2 5 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 •VUUMINGI ID•• READ AFOLLOW ALL NOTES ON THIS DRAWING! 'I, 83294PE REF R7175- 24484 825 N 4th Ave,Cornelius O 9713 "IMPORTANT";' IIPORTANrFURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �✓ .0 PSF F "IMPORTANT" Trusses require extreme care In fabricating, handling, shipping, installing and bracing. t ' The to and follow C DL 10.0 PSF DATE 01/13/17 e latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing those functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shalt have properly attached structural sheathing and bottom chord shall have a properly attached rigid tailing. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 01/13/201 7 C DL 7.0 PSF DRW CAUSR7175 17013041 r1 Ts sections 63, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on L 1 A LIP`N , the Joint Details, unless noted otherwise. Refer to drawl 16DA-Z for standard late positions. p ' I11'_l i 1 Alpine, a division of ITW Building Components Group Inc, shall not be responsible any deviation from this OREGON BC LL 0.0 PSF CA-ENG B F R/RTT Pi 9 porxn p esponsi ens drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, hipping, AN ITW COMR&NY installation a bracing of trusses. 4 '441.14,20 0 t� TOT.LD. 42.0 PSF SEQN- 89681 A seal on this dr-swing or cover peps listing this drawing, indicates acceptance of professional engineering S responeiblllty solely for the design shown. The suitability and use of this drawing for any structure is the `+en T a r DU R.FAC. 1 .15 FROM BB 8351 RD4'ana Circle responsibility of the building Designer per ANS 1/TP I 1 Sec.2, Sacramento,CA 95828 Far more information see this Jab's general notes Page and these web sites: Renewal 6/30/2018 SPACING 24.0" J R E F- 1 VX F 7 1 7 5 Z 0 3 ALPINE: www.alpineltw.com: TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC www.iecsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117072--PARR LUMBER-HILLSBORO -Biggi lot 2 OW Arlington -- VERIFY VERIFY, OR - HGE) Top chord 2x4 HF #2 120 mph wind, 20,02 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=4.2 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load 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" at 48" o/c 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 in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= I\ I NM 4-7-3 12 I 7 12 kik i .� i ii �� _18-0-0 f r 2X4(61)=----- 2X4(Bl) L1 ' 11 'i I. 4-2-0 --I-- 4-2-0 _I I� 8-4-0 Over Continuous Support R=137 PLF U=35 PLF W=8-4-0 RL=15/-15 PLF Note: All Plates Are 1 .5X4 Except As Shown. s Po ROF Design Crit: IRC2012/TPI-2007(STD) �� S's PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .$0-0 ��jsM NE'' ,� �O4. OR/-/1/-/-/R/- Scale =.375"/Ft. .••ARNINNI H REDID AND FOLLOW ALL NOTES ON THIS DRAWINGI REF R7175- 24485 Truss Components oOregon (971137-.118 "IMPORTANT„ ((/ 83294PE TC LL 25.0 0 PSF 825 N 4th Ave,Cornelius O 97113 FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow ' - - -' the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prier CM__L 1 0.0 PSF DATE 01/13/17 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 �1/1 ^} C D L 7 0 PSF DRW rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 01/13/21/1/ CAUSR7175 17013052 f1 t r. sections B3, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 11 11 lJl "4 1I O r 1 I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plata positions IIUI ) ' `v1 OREGON JBC LL 0.0 PSF CA-ENG BFR/PTT I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping. �I{_] AN ITW COMPANY instaIlett on a bracing of tresses. 4 'Z0r 14,2o0� fe, TOT.LD. 42.0 PSF SEQN- 89685 A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering is responsibility solely for the design shown. The suitability and use of this drawing for any structure is the ell T a r DU R.FAC. 1 .15 FROM BB 8351 Parana Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2, Sacramento,CA9I828 For more information see this Jobs general rotes page and these web sites: Renewal 613012018 SPACING 24.0" JREF- 1 VXF7175Z03 ALPINE: www.alpineitw.com; TPI: www.tpinst.org; WTCA www.sbcendustry.com: ICC. www.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117072--PARR LUMBER-HILLSBORO -Biggi lot 2 OW Arlington -- VERIFY VERIFY. OR - CGE) 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=4.2 psf, wind BC Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load 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" at 48" o/c 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 in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= I\ -' El 12 1z I 4-2-11 1 111111111111111 Ai I m 111111 wi ■ ■ ■ ■ ■ NM �, 9-0-0 / 2X4(B1)= 2X4031) L-1 ' L<-1 ' 3-9-8 + 3-9-8 3-9-8 3-9-8 < 7-7-0 Over 2 Supports >1 R=524 U=146 W=3.5" R=524 U=146 W=3.5" RL=114/-114 Note: All Plates Are 1 .5X4 Except As Shown. CEOPROP . Design Crit: IRC2012/TPI-2007(STD) • ' S's PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .1d,v �jl�N e . �O OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon 503{1357-21 l8 ""wAl l"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! (V 83294PE TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ""I TANT” FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. P REF R7175- 24486 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow #000,' C D L 1 0.0 PSF DATE 01/13/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid el ling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI :C DL 7.0 PSF DRW CAUSR7175 17013053 n sections 63. B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 01/13/2017 A L 1 �r 1 r the Joint Details. unless noted otherwise. R°fer to drawl s 160A-2 for standard IU � ' `v1 '—'-1 "g p'a`°p°=i"°"=� OREGON BC LL 0.0 PSF CA-ENG BFR/RTT C Alpine, a tlivision oP ITw Builtling Components Group Inc. shall not be responsible Por any deviation from this Crewing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation f bracing of trusses. 4 "14..y14,200 0 ie TOT.LD. 42.0 PSF SEQN- 89656 A see' on this dreeing or cover pogo listing this drawing, Ind leets acceptance of profession/engineering S responsibility solely for the design shown. The suitability end use of this drawing for any structure Is the s ell T a r d MR.FAC. 1 .1 5 FROM BB 8351 Roxana Circle responsibility of the Building Designer per ANSI/TPI 1 S...2. Sacramento,CA 95828 For more Information sec this Job's general notes page and these web sites: Renewal 6/30/2018 SPACING 24.0" JREF- 1VXF7175Z03 ALPINE: www.alpineitw.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www,iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117072--PARR LUMBER-HILLSBORO -Biggi lot 2 OW Arlington -- VERIFY VERIFY, OR - C) 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=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= iii/ 12 VkEiANN iiIi 4-2-11 WIErMihNAII *9-0-0 12 ■ 1 .5X4 III 2X4(B1)= 2X4(81)= 3-9-8 >1.‹ 3-9-8 sH 3-9-8 3-9-8 _I 7-7-0 Over 2 Supports >I R=441 U=5 W=3.5" R=343 W=3.5" RL=79/-90 CEO PROP Design Crit: IRC2012/TPI-2007(STD) 4.- S�, 16.01 .1e%PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .�eQ►4N E4 �p OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Com onentsofOre onl 18 sswARNING[•e READ ADD FOLLOW ALL.NOTES ON THIS DRAWING! Id '� REF R7175- 24487 F _(5031357-2 ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE TC L L 2 5.0 PSF 825 N 4th Ave,Cornelius O2 97 13 � r Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer Co and follow � F DL L 10.0 PSF DATE 01/13/17 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior � to performing these functions. Installers shall provide temporary bracing per BCS!. Unless noted otherwise,011111164 - - top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations snows for permanent lateral restraint of webs snarl have bracing installed per SCSI 01/13/2017 C DL 7.0 PSF DRW CAUSR7175 17013054 T7 T• sections 63, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and o ,4�I O1 O A I [ J t"AJolnx Dotalls, unless noted otherwise. Refer to tlrawl ngs 160A-Z for eta ndartl plate poslCions, n lu l ' \v' I Alpine, a d1:sien of ITW B7ilding Campo.�nta Group In�. snail not be responsible far any%:Matron from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY neral/at b bracing of trusses. 4. `titan 14 2o� t� TOT.LD. 42.0 PSF SEQN- 89653 A seal on this drawing or cover peps listing this drawing, Indicates acceptance of professional engineering S responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the seII Tat' DUR.FAC. 1 .15 FROM BB 8351 Rol ane Circle responsibility of the Building Designer per ANS1/TPI 1 See,2. Sacramento,CA 9828 For more information see this Job's general notes page and these web sites Renewal 6/30/2018 SPACING 24.0" J REF- 1 VX F 7 1 7 5 ZO 3 ALPINE wrw.alpineltw.com, TPI www.tpinst.org; WTCA: www.sbcindustry.com; ICC: wvw.nccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117072--PARR LUMBER-HILLSBORO -Biggi lot 2 OW Arlington -- VERIFY VERIFY, OR - Cl) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located Bot chord 2x4 HF #2 within 4.50 ft from roof edge, RISK CAT II, EXP B, wind TC DL=4.2 psf, Webs 2x4 HF Std/Stud wind BC DL=4.2 psf. :Rt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, factor for dead load is 1.50. Ce=1.10, CAT II & Pf=21.17 psf. 4X5= 12 4-2-11 1114/ 2 I' -/ j um 0-8-11 J 9-0-0 / co I KIN 1 .5X4 III 3X5(G1) III 2X4(B1) L 1 ' >J 3-9-8 >I.‹ 3-6-0 3-9-8 3-6-0 7-3-8 Over 2 Supports - I R=434 U=4 W=3.5" R=323 RL=77/-87 P Des ign Cr i t: I RC2012/TPI-2007(STD) A. `o RO��`ScS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.O1 .�e�O Ci9 N F� ./p OR/-/1/-/-/R/- Scale =.5"/Ft. .WARNINGI READ AND FOLLOW ALL NOTES ON THIS DRAWING! �; �p REF R71 75- 24488 Truss Components Of Oregon (503)357-_118 ..I ., FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE TC LL 25.0 PSF 825 N 4th Ave,Cornelius 012 97113 /� r Trusses require extreme care In ng Comping handling, shipping, installing d and bracing. Refer to and fellow - ° DL 10.0 PSF DATE 01/13/17 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall havea properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI01/13/2017 1/1}/^L201^7 C DL 7.0 PSF DRW CAUSR7175 17013055 Ts sections 63, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on JJ // A LIFT I l the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. _N1 Alpine, a division of ITW Building Components Group Inc. shell not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANY installation&bracing of trusses. /_ ' LY 14,2oo to TOT.LD. 42.0 PSF SEQN- 89659 A seal on this drawing or cover page listing this drewlnp, indicates acceptance of professional engineering %2,0 - - _ responsibility solely for the design shown. The suitability and use of this drawing for any structure Is th.pp !I a•"jAl� D U R.FAC. 1 .1 5 FROM BB 25351 Rosana Circle resonsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sacramento,CA95t8 For more information see this Job's general notes page and these web sites. Renewal 6/30/2018 SPACING 24.0" JREF- 1 VXF7175Z03 ALPINE: www.alpineltw.com; TPI: www.tpinst.org: WTCA: www.sbcindustry.com; ICC: www.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117072--PARR LUMBER-HILLSBORO -Biggi lot 2 OW Arlington -- VERIFY VERIFY, OR - C2) 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=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. :Rt Stub Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live design. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, factor for dead load is 1.50. Ce=1.10, CAT II & Pf=21.17 psf. 4X5= 12 /112 4-2-11 II j m 0-8-11 J9-0-0 r pm 1 .5X4 III 3X5(G1) III 2X4(B1) 1" 3-9-8 ? 3-6-0 I_ 3-9-8 _I_ 3-6-0 _1 7-3-8 Over 2 Supports R=343 W=3.5" R=330 RL=66/-65 CEO PROpF Design Crit: IRC2012/TPI-2007(STD) ,<<G S's PLT TYP, Wave FT/RT=2% 0% /4 0 16.01 ..' • GA M ( ) ( ) F4, Q OR/-/1/-/-/R/- Scale =.5"/Ft. - Truss Components of Oregon 503)357-2118 "WARNINGI•• READ run FOLLOW ALL NOTES ON THIS DRAWING! 4, dVk 1 825 N 4t .Ave,Cornelius 0 9713 ••IMPORTANT•• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. LIJ 83294PE TC LL 25.0 PSF REF R7175— 24489 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Royer to and follow DATE 01/13/17 Clio latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices pylar •L 10.0 PSF to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, lop chord shall have properly attached structural sheathing and bottom chord shall have a properly attacher/ C D L 70 PSF,00111164, rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 01/11'2017 DRW CAUSR7175 17013056 �1 to sections B3, B7 or 810, as applicable. Apply plates to each Taco of truss and position as shown above and on ,4�I O A ' I ' the Joint Details, unless noted of horw,se. Refer to drawings 16DA-Z for standard plate pas7iions. IILI' I `V, OREGON BC LL 0.0 PSF CA-ENG BFR/PTT 1 Alpine, a tllven Of ITN BUildi g Compose ntS Group I c. ShAll nOL be responsible fOr any deviation from this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY i seta/laden&bracing or trusses. 4 1LY 14,2O0 'C¢' TOT.LD. 42.0 PSF SEQN— 89661 A sisal on this Brewing or Cover page listing this drawing, Indicates acceptance of profesalonel engineering S responsibility solely for the design shown. The suitability and use of this drawing for any structure is the ell w,�n a r g OUR.FAC. 1 .15 FROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.z. Sacramento,CA 95828 For more l nformat 1 on s e th I s�ob's genera 1 notes page and these web s I tes Renewal 6/30/2018 SPACING 24.0" ALPINE: www.alpineitw.com, TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.orgJ REF— 1 VX F 7 1 7 5 Z 0 3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117072--PARR LUMBER-HILLSBORO -Biggi lot 2 OW Arlington -- VERIFY VERIFY, OR - B) 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=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 3] W1.5X4 S 2.50 1 .5X4 III r II 6 I P 3X5% 3-0-4 1 C� 1-0-4 M fli It CJI ` 9-0-0 i_ 3X5(R) III 1 .5X4[3] III ,",2z � 3-8-8 1"12 3-10-4 < 4-0-0 Over 2 Supports R=365 U=7 W=5.5" RL=49/-26 R=134 U=17 Design Crit: IRC2012/TPI-2007(STD) �Eo PROFF PLT TYP. Wave FT/RT=2%(0°h)/4(0) 16.01 .►! ,IGft`SSI OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 "WARMI RNI H READ Ara FOLLOW ALL NOTES ON THIS DRAWING! REF R7175- 24490 825 N 4th Ave,Cornel us OR 97113 "IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �� �/ Z TC L L 25.0 PS F Trusses re extreme care in fabricating, handling, shipping, 83294PE 'IS7t require g, ng,Information. installing and bracing. Refer to and fellow i� d D L 10.0 PSF DATE 01/13/17 the latest edition of SCSI (Building Component Safety Information, by TPI and*1CA) for safety practices prior _ to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC D L 7 0 PSF DRW CAU SR7 17 5 17013057 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC r, T11 sections 63, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and o 01/13/2017 ,4�I[Fir —A ' the�olnt Details, unless noted otherwise Refer ie drawl gs,60A-Z for standard plate positions. n BC LL 0.0 PSF CA-ENG BFR/RTT Il I[ J ' `v1 I Alpine. a division of ITW Builtling Components Group Inc. shall roc ba responsible Por ens deviaclon from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling. shipping, AN ITW COMPANY installation a bracing of tresses. C TOT.LD. 42.0 PSF SEQN- 89642 A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering , ''L Y 14,200`a `Q responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the *sellD U R.FAC. 1 .1 5 F ROM B B 8351 Rosana Circle responsibility of the Building Designer per ANSI/TN1 Sec.2. a Sacramento.CA 95828 For more Information sec this Jobs general notes page and these web sites SPACING 24.0" J REF- 1 VX F 7 1 7 5 Z 0 3 ALPINE: www.alpineicw.com; TPI: www.tpinst.ore; *TCA: www.sbcindustry.com; ICC: www.iccsafe.org Renewal W30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117072--PARR LUMBER-HILLSBORO -Biggi lot 2 OW Arlington -- VERIFY VERIFY, OR - B1) 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=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 3] W1.5X4 S 2.50 [ 8] W3X3 S 1.75 1 .5X4 III s � f •••••••r000•1 X5041 1 di 2-0-4 1-0-4 It wil A. 9-0-0 1 1102M VW 3X3[8] 1 .5X4[3] III Lc--2-0-0 1 2 1-8-8 3. 1 1-10-4 1 q 2 2-0-0 Over 2 Supports f` "I R=317 U=16 W=5.5" R-30 U-8 RL=33/-22 Design Crit: I RC2012/TPI-2007(STD) FLED PRot- PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .►, iI `sdi OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (5NC 03)357-2118 .-41WI INcl•. READ AFOLLOW ALL MOTES CN THIS DRAWING! 0 _••1 TC LL 25.0 PSF REF R7175- 24491 825 N 4th Ave,Cornelius OR 97113 "IT FURNISH THIS CRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. (� 83294PE Trusses require extreme care in fabricating, handling, shipping. Installing and bracing. Refer to and follow ify. '„ D L 1 0.0 PSF DATE 01/13/17 the latest edition of BCSI (Building Component Safety Information, by TPI and YWCA) for safety practices prior 11i 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 BC D L 7.0 PSF DRW CAU S R 7 17 5 17013058 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC ,4 lO T• sections B3, B7 or 610, as applicable. Apply plates to oath taco of truss and position as shown above and on 01/1 3/20 1 7 the Jolni Details. unless noted otherwise. Refer to tlrawi s 160A-Z for standard late osltions. J L P P )BC LL 0.0 PSF CA-ENG BFR/PTT L_, Alpine, a division of ITw Building Components Group Inc. :Hall not be responsible for any deviation from this OREGON drawing, anyfailure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation a bracing of trusses. v.- J, = TOT.LD. 42.0 PSF SEQN- 89644 A seal on this drawing or cover paps listing this drawing, Indicaengineering indicates acceptance of professional engiering 4 , vLY 14,20u responsibility solely for the design shown. The suitability and use of this drawing for any structure is the S+ � DU R.FAC. 1 .1 5 FROM BB 8351 Pocono Circle responsibility of the Building Designer per ANS I/TPI T Seca. S`a't T ail Sacramento,CA 9828 For me Information see this Job's general notes page and these web sites: ALPINE: www.alpireitw.com; TPI: www.tpinst_org; YWCA: www.sbcindustry.com; ICC: www.iccsafe.org Renewal 6/30/2018 SPACING 2 4.0 J REF- 1 VX F 7 1 7 5 Z 0 3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117072--PARR LUMBER-HILLSBORO -Biggi lot 2 OW Arlington -- VERIFY VERIFY, OR - B2) 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=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Right end vertical not exposed to wind pressure. for dead load is 1.50. 1 .5X4 III 6I 11 7.4 3X3 3-0-4 9 i. 1-0-4 11� l ' 111J „ 9-0-0 3X5(R) III 1 .5X4 III 1 1z2 3-8-8 1M2 3-10-4 H- 4-0-0 Over 2 Supports--"1 R=173 W=5.5" R=173 U=19 RL=33 Design Crit: IRC2012/TPI-2007(STD) c*se ' PROFFs PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .' • Gi1 'S'j OR/—/1/—/—/R/— Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 ••11MUMING1•• READ AND MILOW ALL NOTES ON THIS DRAWING! ` p ••IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �� � Z TC L L 2 5.0 PSF REF R7175— 24492 825 N 4th Ave,Cornelius 0 971113 83294PE ! Trusses require extreme care in fabricating, handling. shipping, installing and bracing. Refer to and fellow D L 1 0.0 PSF DATE 01/13/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ,441164, rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC BC DL 7.0 PSF DRW CAUSR7175 17013059 LIP- Ta sections 63. B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 01/13/2017 A II I O N I 1 the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard late positions. IL____+IILII ' `v1 ' 1 p BC LL 0.0 PSF CA—ENG BFR/PTT 1 Alpine, a division of ITN Building Components Group Inc. snail not be responsible for any tleviation from this OREGON O N drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation 6 bracing of tresses. II C TOT.LD. 42.0 PSF SEQN— 89646 A sial on this drwlnp or oovar pegs Ilst Ing this drawing, Ii scoot... nes scosnes of professlonol •hplrlsar Ing 4 VLY 14,20( ((D responalbility solely for the design shown. The suitability end vise of this drawing for any structure Is the S ` DU R.FAC 1 .15 F ROM BB 8351 RovanaCirtle responsibility of the Building Designer per ANSI/TPI 1 Seo,2. Se elf'Tan Sacramento,CA 95828 For more information ace this Job's general notes page and these web sites, ALPINE: www.alpineltw.com; TPI: www.tpinst.org; WTCA: www.sbcrndustry.com; ICC: www.lccsafe.org SPACING 24.0" J R E F— 1 VX F 7 1 7 5 ZO 3 Renewal 6/3012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117072--PARR LUMBER-HILLSBORO -Biggi lot 2 OW Arlington -- 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, wind TC DL=4.2 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Truss designed to support 1-0-0 top chord outlookers and cladding load 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. must not be cut or notched. Provide lateral wind bracing per ITWBCG wind bracing details or per See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind engineer of record. 2X3 studs require reinforcement at 70% of the bracing requirements. length tabulated for 2X4 studs of the same grade. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 1 .5X4 III 1 5 i i 1-2-1 ANIIIIIIIIIN (i) 9-0-0 Pr 2X4(A1)= 1 .5X4 III l‹ 2-2-0 2-0-0 Over Continuous Support I-- `1 R=192 PLF U=100 PLF W=2-0-0 RL=48 PLF VPRO,c Design Crit: IRC2012/TPI-2007(STD) Ot FS PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01 .P <O c1f `r/o OR/-/1/-/-/R/- Scale =.5"/Ft. IrussComponents ofOregon (503)357-2118 •'waRNINGI.• READ AND FOLLOW ALL NOTES ON THIS DRAWING! /', !! c - 10_4 1 TC LL 25.0 PSF REF R7175— 24493 _ 825 N 4th Ave,Cornelius O 97113 "IMPORTANT..care in fabriSH cating, aRhandG TOling ALL CONTRApping,Ciynsta ng andA)racf aAefroedooand fotices llow 4t �, 83294PE �r Trusses require n n9 ation n9 g. -Tec D L 10.0 PSF DATE 01/13/17 the latest edition of BC51 (BuildingComponent SafetyInformation, b TPI and to performing those functions. Installers shall provide temporary bract per BCSI. aUnless top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached Oglikiik rigid iling. Locations shown for permanent lateral estralnt or webs shall have bracing installed per BCSI 01/13/2017 1 }�f 1 BC DL 7.0 PSF DRW CAUSR7175 17013060 Ts sections B3, 67 or 810, as applicable. Apply plates to each face of truss and positien as shown above and on 0 1/1 3/20 1 7 the Joint Details, unless nototl otherwise. Refer to drawings 160A-Z for standard plate positions. A ��� '� BC LL 0.0 PSF CA-ENG BFR/RTT I Alp ne, a division of ITw Building Components Group Inc. shell not be responsible for any devietlon from this OREGON drawing. anyfailure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMRANY installation a bracing of trusses. 14 `tier 1a zoa� Qc TOT.LD. 42.0 PSF SEQN- 89651 w A seal on this drawing or cover paps listing this drawing, Indicates acceptance of professional engineering — responsibility solely for the design shown. The suitability end use of this drawing for sl,y structure is the png p ;S a 11 Tan4 DUR.FAC. 1 .15 FROM BB 8351 Rolana Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sacramenlo,CA 95828 For more information see this Jobs general nates page and these web sites: SPACING 24.0" J REF- 1 VX F 7 1 7 5 ZO 3 ALPINE: www.alpineltw.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com: ICC: www.iccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117072--PARR LUMBER-HILLSBORO -Biggi lot 2 OW Arlington -- 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 in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 III 1 51 'hll 1-2I-1 J # 9-0-0 V MEMO 1 .5X4 III 2X4(A1) L 2-2-0- - >J H-1-10-4--77 12 2-0-0 Over 2 Supports I— --I R=14 Rw=33 U=26 R=367 U=37 W=5.5" RL=28 Design Crit: I RC2012/TPI-2007(STD) ��E�PROF�s PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . -0 - 61fy e. `�/a OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 ”IMUNINGI•' READ AND Fora.ALL NOTES ON THIS DRAWING! t� 2 TC LL 25.0 PSF REF R7175- 24494 825 N 4th.Ave,Cornelius OR 97113 **IMPORTANT** FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS, (V 83294P y Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and fellow I. „�, . ';{'. DATE 01/13/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior ,TLS=DL 10.0 PSF to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, 1 1. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached /4146\ rigid ilirg. Locations shown for permanent lateral restralnc of webs shall have orating installed per BCSI BC DL 7.0 PSF DRW CAU SR 7 1 7 5 17013061 r7 fa sections 63, B7 or B10, as appllcablo. Apply plates to each feta of truss and position as shown above aryl on 01/13/2017 .4�LJ� — I I the Joln[Details. unless noted otherwise. Refer to drawings 160A-Z Tor standard plate positions. IILJI j ' `V1 BC LL 0.0 PSF CA-ENG BFR/RTT 1 � Alpines a tlivision of ITW Building Components Group Inc. shell not be responsible Por any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMPe,NY installation a bracing of trussey. `ZLY 200 [�� TOT.LD. 42.0 PSF SEQN- 89648 A seal on this tlrawlnp or Down papa listing this drawing, Indicates acceptance of professional engineering 3 1 d 1 v responsibility solely for the design shown. The suitability and uso of this drawing for any structure is the ss a It Tan 4 DU R.FAC. 1 .15 FROM BB 8351 Rovana Circleresponsibility of the Building Designer per ANSI/TPI 1 Sec.2, Sacramento,CA 95828 For more information Seo this Job's general notes page and these web sites: SPACING 24.0" J R E F- 1 VX F 7 1 7 5 Z0 3 ALPINE: www.alpineltw.com; TP1: www.tpinst.org; ATM www.sbclndustry.com; ICC, www.iccsafe.org Renewal 6/30/2018 Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 100 Or: 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1,00 Or: 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1,00 2x4 Brace (1) 1x4 'L' Brace * (1) 2x4 'L' Brace x (2) 2x4 'L' Brace xx (1) 2x6 'L' Brace * (2) 2x6 'L' Brace MO 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: KSpruce-Pine-Fir Hem-Fir #1 / #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' #1 / #2 Standard #3 Stud #2 Stud <J r #3 4' 4' 7' 2' 7' 8' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' #3_ StandardO 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 Pinew>Ilw #1 4' 10' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 #3 SP #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' stud stud Standard Standard #3 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' (v DFL Stud 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' _ 13' 6' 14' 0' 14' 0' 14' 0' d4'4' 4' 5' 9' 6' 1' 7' 7' 8' 2' 10' 4' 11' 1' 11' 11' 12' 10' 14' 0' 14' 0' Group B. U #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 #3 5' 0' 8' 10' 9' 3' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' 141 E Btr U — P Stud 5' 0' 8' 9' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' #1 O Standard 5' 0' 7' 6' • 8' 0' 10' 1' 10' 9' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Dou.las Fir Larch Southern Pine***#1 5' 6' 9' 1' 9' 5' 10' 8' 11' 1' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' MEM= #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' IIIMERMIll #2 #3 5' 1' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0'KO 1x4 Braces shall be SRB <Stress-Rated Board), Stud 5' 0' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' Q) �� DFL lex*For 1x4 So. Pine use only Industrial 55 or Standard 5' 0' 7' 0' 7' 5' 9' 4' 10' 0' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards, Group B O #1 / #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d _ S P P #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 — r Stud 5' 6' 9' 8' 10' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. O r Standard 5' 6' 8' 8' 9' 3' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 70 plf over x #1 6' 0' 10' 0' 10' 4' 11' 9' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d SP #2 5' 9' 9' 10' 10' 2' 11' 7' 12' 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, -H 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' 8' 1' 8' 7' 10' 9' 11' 6' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Symm i Attach 'L' braces with l0d (0,128'x3,0' min) nails, About) X/able Truss X I 0 )K For (1) 'L' brace, space nails at 2' o.c. PIE In 18' end zones and 4' o.c. between zones. Diagonal brace option: vertical length may be NOKFor (2) 'L' braces: space nails at 3' o.c. —1 in 18' end zones and 6' o.c. between zones. doubled when diagonal 18' x : L' bracing must be a minimum of 80% of web brace Is used. Connect L r'4: member length, diagonal brace for 385#at each end. Max web j Brace 4,, Gable Vertical Plate Sizes total length Is 14'. L-----------____ XXXXVertical Length No Splice 2x4 DF-L #2 or 1 Less than 4' 0' 1X4 or 2X3 better diagonal Greater than 4' 0', but 2X4 Vertical length shown brace) single 18, , fess than 11' 6' in table above. or double cut I 0 0 Greater than 11' 6' 3X is 45' (as shown) at L_ i 0 + Refer to common truss design for 1 upper end. L g 0 Fp 0 O II ; peak, splice, and heel plates. ,' / / / / �ontlnuous Bearing • P•,O / Refer to the Building Designer for conditions Connect diagonal at i not addressed by this detail,i midpoint of vertical web, "---"LP"--"---"LP"-- Refer to chart above for m. - a1th. w*WARNING1ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! �N� ��G i N F',� /p2 REF ASCE7-10-GAB12030 wSIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling, shipping,Installing and bracing. Refer to and id 83294PE /�\ \ follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety ry 7, DATE 10/01/14 „ practices prior to performing these functions. Installers shall provide temporary bracing per BCSI, �L - Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord D R W G A 12 0 30 E N C 101014 ,,,, shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs ///"""n r : shall hove bracing Installed per BCSI sections B3,B7 or B10,as applicable. Apply plates to each face / I II=)-IN I �I of truss and position as shown above and on the Joint Details, unless noted otherwise. 01/13/2017 I�ILJ, i Refer to drawings 1611A-Z for standard plate positions. Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation from 1p; N AN ITWCOMPANY this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, o iI I r� MAX, T�T, LD, 60 PJ� Installation 6 bracing of trusses. 5 • A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional /_ 'V,y 14 200 engineering responsibility solely for the design shown, The suitability and use of this drawing 4',,s' rt'( for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2,1e II Tarr'\ _ EarthLakefront 30Dr46e For more Information see this job's general notes page and these web sites {` Earth City,MO 63045 ALPINE, www.alpineltw.comi TPI' www.tpint.orpSBCA' www,sbclndustry.org) ICC: www.iccsafe.org MAX SPACING 24.0" Rerrevrat 0/3012010 Gable De -tail For Let—in Verticals Gable Truss Plate Sizes About 4 O Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. °Refer to Engineered truss design for peak, splice, web, and heel plates. O l If gable vertical plates overlap, use a single plate that covers the total area of ` 4114, the overlapped plates to span the web. I .1 Le tiical 'Gable O Example, 2X4pp 4110 4 tYP ill : 2X4 d 2X8 ' "T" Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Membe Arr QToe-nail ❑r XEnd-Hall / 0 i D 6 B , + O To convert from 'L' to "T' reinforcing members, Provide connections for uplift specified on the engineered truss design, multiply Increaseneby length (based on appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails Maximum allowable 'T' reinforced gable vertical 10d Common (0.148'x 3,',min) Nails at 4' o.c. plus length Is 14' from top to bottom chord. (4) nails in the top and bottom chords, 'T' reinforcing member material must match size, Rigid Sheathing Toenailed Nails specie, and grade of the 'L' reinforcing member. lOd Common (0,148'x3',min) Toenails at 4' o.c. plus Web Length Increase w/ „T" Brace 4 Nails X X (4) toenails In the top and bottom chords. '7' Reinf. 'T" ,T, This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing ., wind load• 2x4 30 Member 2x6 20 ASCE 7-05 Gable Detail Drawings Example, A13015051014, A12015051014, 411015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nails 413030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o•c. SP #3 4' o•c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16O15ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC1O1D14, A20015END101014, A20015PED101014, 'T' Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 4 Nails k ........— Ceiling _Ceiling ���sO PRop � G�N� ■ �� wWARNINGIw■READ AND FALLOW ALL NOTES ❑N THIS DRAVDRAWING �� �� � REF LET—IN VERT ■wINPORTANTC■ FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. (L 83294PE 7 Trusses require extreme care in fabricating,handling, shipping,Installing and bracing. Refer to andCr follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety / DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom char DRWG G G B L L E T I N 1014 ,,,. shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs iR_-____Ji ff1 i shall have bracing Installed per HCSI sections B3, B7 or BIO, ns applicable. Apply plates to each face 01/13/2017 I)__I fes\ I I ,I of truss and position as shown above and on the Joint Details, unless noted otherwise• uRefer to drawings 1604-Z for standard plate positions. 01 R�i °N Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from J AN ITW COMPANY this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, �(/;Y 20(t' Q MAX, TUT, LD. 60 PSP installation B. bracing of trusse 4 �� A seal on this drawing or cover page listing this drawing,Indicates acceptance of' S professional S engineering responsibility solely for the design shown. The suitability and use of this drawing e11 Tangy DUR. PAC. ANY for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. 13389Earth ity.MO Drive0For more Information see this Job's general notes page and these web sites, ^'') w Earth City.MO 63045 ALPINE, www•alpineitw.com, TPI' www.tpinst.orgi SBCA' www•sbcindustry•orgi ICC, www.lccsafe.org Renewal 61301201$ MAX, SPACING 2 4.Q ASCE 7-10: 120 mph, 30' Mean Height, Closed, Exposure C Common Residential Gable Eno Wind Bracing Requirements - Stif Feners 120 mph, 30f t, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 100 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft, Mean Hgt, ASCE 7-10, Part, Enclosed, Exp C, H Greater than 4'6" to 7'6" in length Kzt = 1,00, Wind TC DL=5,0 psf, Wind BC DL=5.0 psf, provide a 2x6 stiffback at mid-height and brace stiffback to roof diaphragm every 6'0" (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014). Top: Continuous roof sheathing Bot Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof diaphragm every 4'0" (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail, X Optional Ox 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 1 X , NN 1 111111111111111111111— 2X4 Blocking - - nailed to A. 45° sheathing and —T-- 24' Max each truss CTyp) H /7 . • I 2X4 DE-L #2 H/2 or better diagonal brace. _ Attach each end for 560#. - i f Ii( x- 1 oi ntinuous Bearing / / / / / / / / / / - 2x6 #2 Stiffback attah Studcw/d(410d to cbox or gun (0,123° X 3", min.) nails, ��RE�PRO��Ss/ 0 11N wwVARNINGiww READ AND FOLLOW ALL NOTES ON THIS DRAWINGIIA REF GE WHALER wwINPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. #4,41 83294PE Trusses require extreme care in fabricating,handling, shipping, installing and bracing. Refer to and 1+. follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) For safety DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chor DRWG G A B R S T 101014 ,_i .� ,,,, shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 01/13/2017 /'�II 0 [1 n j shall hove bracing Iostalled own BCSI sections B3, B7 or Det as applicable. Apply plates to each face / �U�\\�I�iJI� I � of truss and position as shown above and on the Joint Details, unless noted otherwise. /� /� i Refer to drawings 160A-Z for standard plate positions. 1/� �{ON AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from �� `t/[Y 14/,2 �Ri r PSF drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, 0 tQ/ MAX, T❑T, LD, 60 PSF installation g bracing of trusse �` A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional SSe11 Tan 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. 13389 Lakefront Drive For more Information see this ,Job's general notes page and these web sites, Renewal 6!3012018 Earth City,MO 63045 ALPINE. www,alpineltw.comi TPIi www.tpinst.orgi SBCA' www.sbcindustry,orgi ICC, www,iccsafe,org MAX, SPACING R Beim ^ orciHg ve -nber Subs Li' L, , tion T-Rein'Forcement 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-R e i n fo n c e rn e n t: or reinforcement method is desired, L-Reinf. I �` , 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-relnforcement or , L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative, MEI For minimum alternative reinforcement, re-run design with appropriate NMI 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 scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. illi Attach with 10d (0,128'x3,0",min) nails 2x6 1 row 2x4 1-2x6 at 6" o,c, Reinforcing member is a 2x6 2 rows 2x6 2-2x4(X) minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(NE) 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. (310 Center scab on wide face of web. Apply (1) scab to each face of web. NM MM �,�-o PrtoFcss `cp _C INE- �p wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 0 �i i .1.. TC LL P S i" REF CLR S u b s t, ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. %,(f 83294PE 7 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and Q' DL PSP DATE 10/01/14 follow the latest edition of HCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. _ Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chor• BC DL PSF DRWG BRCLBSUB1014 i �,_{ ,,,, shall have a properly attached rigid ceiling, Locations shown for permanent lateral restraint of webs 01/13/2017 [l, ,,.,[j VJ shall have bracing Installed per BCSI sections B3, B7 or 870,as applicable. Apply plates to each faceC�IIIJI�\\V\�Jli i of truss and position as shown above and on the Joint Details, unless noted otherwise, ^^�^O� BC LL PSF I Refer to drawings 160A-2 for standard plate positions, 01/,('�J��j'( Y T� AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from 0 TAT, LD. PSF this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, �(/��,14,200 Installation P. bracing of trusse "� t A seal on this drawing or cover page listing this drawing,indicates acceptance of professional V s engineering responsibility solely for the design shown. The suitability and use of this drawing ell Tarp BUR. FAC, for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2, Earth City, Mont Drive0For more Information see this Job's general notes page and these web sites Earth City,M003045 ALPINE, www.alpineltw,com, TPI' www,tpinst.orgi SBCA' www.sbclndustry.orgi ICC, www,lccsafe,org Renewal 6(3012018 SPACING Gable Stud Reinforcement Detail ASCE 7-101 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 100 Or, 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Dr: 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace * (1) 2x4 'L' Brace * (2) 2x4 'L' Brace xx (1) 2x6 'L' Brace .I (2) 2x6 'V Brace x>r Bracing Group Species and Grades: Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: S #1 / #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Spruce-Pine-Fir Hem-Fir #1 / #2 Standard #2 Stud - — #3 4' 7' 7' 9' 8' 3' 9' 7' 9' I1' 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' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' Douglas Fir Larch Southern Pinexxx CU #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 #3 - - Stud ___JS P #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' _ Stud Standard Standard th #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' _ 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' (v DPL 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 SPr #1 / #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' Hem-Fir r #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 & Btr Uu Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' CD O H 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..* #1 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' 111111131111111 #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' 11111=11111 #2 #3 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board), DFLStud 5' S' 8' 6' 9' i' 11' 0' 11' S' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' ***For 1x4 So. Pine use only Industrial 55 or Standard 5' 3' 7' 6' 8' 0' 10' 0' 10' 9' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards, Group B Q #1 / #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. SPF d #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: CD U - FStud 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. 5 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 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), C5 S P #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. 7- aj DPL 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 I^ Attach 'L' braces with 10d (0.128'x3.0' min) nails. About 1 able TrussI 40 XI 31E For (1) 'L' brace space nails at 2' o.c. In IS' end zones and 4' o.c between zones. NE KFor (2) 'L' braces: space nails at 3' o.c. Diagonal brace option "T- T ' In 18' end zones and 6' o.c. between zones. vertical length may be I bracingmust be a minimum of 80% of web brace Is used, Connect L ± doubled when diagonal � 1B' � � 44141114•44pO member length. 'I diagonal brace for 335# I 1 'L' � 'L' Gable Vertical Plate Sizes at each end. Max web Brace It total length Is 14'. )1()1E Vertical Length No Splice 2x4 DF-L #2 or l Less than 4' 0' 1X4 or 2X3 better diagonal 1- + 1 Greater than 4' 0', but 2X4 Vertical length shown bracer single 18, ' less than 11' 6' in table above. or double cut + + Greater than 11' 6' 3X 45' (as shown) at f L_ 1 i + Refer to common truss design for upper end. /_ I a 0 11 0 Q lr -o- EL' I peak, splice, and heel plates. 'I 1/ / / / /ontInuous Bearing • P-' / / Refer to the Building Designer for conditions Connect diagonal at R not addressed by this detail, midpoint of vertical web. ""IN,.. Refer to chart above for n. ..4 - .- . i• •th, ■rIMPORTANTu FURNISHi THIS DRAWING nO ALLACONTRACTORS INCLUDING THE INSTALLERS. C` (�_` v'���,' Oy REFr READ AND FLLOWNOTES ON THIS DAWINGIASCE7-10-GAB12015 Trusses require extreme care In fabricating,handling, shipping,Installing and bracing. Refer to and t(/ v 83294PE F follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) for safety �,,.- DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord D R W G A 12 015 E N C 101014 �,,, shall have a properly attached rigid ceiling, Locations shown for permanent lateral restraint of webs [LI �- fl I i , shall have bracing Installed per BCSI sections B3,B7 or B10,as oppllcable. Apply plates to each face �� I�l�\\�\IlJlll I of truss and position ns shown above and on the Joint Details, unless noted otherwise. 01/13/2017 I Refer to drawings 161:1A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc.shall not be responsible for any deviation from 0AN ITW COMPANY this drawing,any failure to build the truss In conformance with ANSI/TPI I,or for handling, shipping, 11/�1� GAN1%1 C MAX. TOT. LD. 60 PSE Installation 8 bracing of trusses. /_ �j A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional Y 'Y 14,`�0 tqj engineering responsibility solely for the design shown. The suitability and use of this drawingc ss r� Tar for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Set. e Lakefront Drive Earth For more Information see this Job's general notes a e and these web sites Earth City,MO 63045 ALPINE, www.alpineitw.coml TPI, www.tpl st.org SBCA,www.sbc ndustry.org,ICC www,IccsaFe.org MAX SPACING 24.0" Porowal 6/301208