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Plans (77) Sri; \L-c S-t- S-t - Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 VXF7175Z0513094227 Truss Fabricator: Truss Conponents of Oregon Job Identification: 0117067--PARR LUMBER-HILLSBORO -Biggi lot 4 Chehalem B -- VERIFY, OR Model Code: IRC Truss Criteria: IRC2012/TPI-2007(STD) p PRO Engineering Software: Alpine proprietary truss analysis software. Version 16.01. 40" PC4 Truss Design Loads: Roof - 42 PSF E 1.15 Duration if" 4G I N FF �0 Floor - N/A 1V ( 83294PE . Rind - 120 MPH (ASCE 7-10-Closed) Notes: 1. Determination as to the suitability of these truss conponents for the OREGON structure is the responsibility of the building designer/engineer of �tr1a,5O record, as defined in ANSI/TPI 1. ''i5 Tar t 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR7175 R 1 , „f 2018 Details: 12030EC1-GBLLETIN-GABRST10-BRCLBSUB-12015EC1- 01/13/21 Subnitted by RTT 09:41:58 01-13-2017 Reviewer: RTT $ $ # Ref Description Drawing# Date 1 24516--AGE 17013011 01/13/17 2 24517--A 17013025 01/13/17 3 24518--Al 17013012 01/13/17 4 24519--B 17013013 01/13/17 5 24520--B1 17013014 01/13/17 6 24521--BGE 17013015 01/13/17 7 24522--GG 17013026 01/13/17 8 24523--FGE 17013016 01/13/17 9 24524--JGE 17013017 01/13/17 10 24525--J 17013018 01/13/17 11 24526--CGE 17013019 01/13/17 12 24527--C 17013020 01/13/17 13 24528--C1 17013021 01/13/17 14 24529--HGE 17013022 01/13/17 15 24530--H 17013023 01/13/17 16 24531--H1 17013024 01/13/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117067--PARR LUMBER-HILLSBORO -Biggi lot 4 Chehalem B -- VERIFY, OR - AGE) Top chord 2x4 HF #2 120 mph wind, 22.85 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. :M12, M13, M14, M15, M16 2x4 HF #2: Wind loads and reactions based on MWFRS with additional C&C member Truss designed to support 1-0-0 top chord outlookers and cladding load design. not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT Provide lateral wind bracing per ITWBCG wind bracing details or per OVERCUT. No knots or other lumber defects allowed within 12" of notches. engineer of record. 2X3 studs require reinforcement at 70% of the Do not notch in overhang or heel panel. length tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind (a) Continuous lateral restraint equally spaced on member. bracing requirements. 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, NOTE: If wall top plate is not aligned with ceiling plane, wall Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. bracing must be provided to ensure adequate support. See IRC2012 sec. 602.3. Building owner or building design professional shall 5X5= be responsible to retain engineer for wall/support bracing design. T 3XS i 3X5 .e N12 M13 014 M15 , 6 r 1(ail(a107 (a)IM16 10-1-3 —i 6 itiiiii 0-5-15 0-4-3 1 j e - 6 5 e - - e 0 e e t - 5 0 8 e 5 a a 18- -0 3X5(81)= 51 = 3X5(A1)= 1-6-0 I_ 19-2-8 ,I, 19-6-0 J F38-8-8 Over Continuous Support R=122 PLF U=8 PLF W=38-8-8 RL=5/-5 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) ��ED PROpFs PLT TYP, Wave FT/RT=2%(0%)/4(0) 16.01.p«�� 'd',,, OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 "'WARNING!" READ AM)FOLLOW ALL NOTES OR THIS DRAWING! is TC LL 25.0 PSF 825 N 4th Ave,Cornelius OIL 97113 "IMPORTANT** FURNISH THIS DRAWING To ALL CORrRAcraRs INCLUDING TIE INSTALLERS. 83294PE REF R7175— 24516 Trusses require extreme care in fabricating, handling, shipping, installing and racing. Refer to and follow he latest edition of BCSI (Building ComponentnSafety Information, by TPI and WTCA)for safety practices prior / DL 10.0 PSF DATE 01/13/17 to performing these functions. t Installersshallprovide temporary bracing per BCSI. Unless noted otherwise, 1011164, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ling. Locations shown for permanent lateral restraint of webs.hal I have bracing instal led per SCSI BC DL 7.0 PSF DRW CAUSR7175 17013011 �� sections 83, B7 or 810, as applicable. Apply plates to each face of trussand position as shown above and on 01/13/2017 o the JeInK Dotalls, unless noted ceherwlse. Refer to drawings 160A_Z forts Ward pate pes;tiens. BC LL 0.0 PSF CA-ENG RTT/RTT I Alpine, a divlalon of ITW Building Cempenanta Group Inc. shall npt be reaPorrslble far any deviatlen from thio OREGON drawing, any failure Co build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW CAMTXWY Installation.bracing of trusses. 411-$.14 ZGde t TOT.LD. 42.0 PSF SEQN- 89549 Ch A seal on io drawing sr cover pps tl.tlr.g this drawing, indicates n acceptance of professional engineering (j 62, ass!ttD RDA Circle r..pmm.lbl I Aly.ally far eh.d..11p .nosh. The euletll l lty and use of this drawing For.�structure 1s x15.responsibility `1'3@ 11 Tan DUR.FAC. 1.15 FROM BB responsibility of the Building Designer per ANSI/TPI 1 S.e.2. Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: SPACING 24.0" J REF- 1 VXF7 1 75205 ALPINE:www.alpineitw.com; TPI:enw.tpinst.org:WTCA:wew.sbeindustry.com; ICC:www.iccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM CONFUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117067--PARR LUMBER-HILLSBORO -Biggi lot 4 Chehalem B -- VERIFY, OR - A) Top chord 2x4 HF #2 :T3 2x4 DF-L #1&Bet.: 120 mph wind, 22.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :T4 2x4 DF-L 2400f-2.OE: anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Bot chord 2x4 HF #2 :B1 2x4 DF-L #2: :B4 2x4 HF SS: DL=4.2 psf. Webs 2x4 HF #2 :W1, W2, W7 2x4 HF Std/Stud: :Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 3.208' Wind loads and reactions based on MWFRS with additional C&C member design. Calculated horizontal deflection is 0.29" due to live load and 0.31" due to dead load. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. Calculated vertical deflection is 0.53" due to live load and 0.57" due Truss designed for unbalanced snow load based on Pg=25.00 psf, to dead load at X = 29-7-10. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [20] W4X8 4.70 R 1.25 5X5= 3X5 2T 4X8[20] 3X5 G 3X5 1.5X4se 6,r- r T4 10-1-3 1.5X4�� --I6 3X5 Paka_ 4X16(F6) W1 0-5-15 J 3.5 SS0719= 3,5 _ 64 0-4-3 18— —0 SX5(B1)- 61 3X5= SX10ea 3X5(F6)� 4X5- 1-6-0 6-2-8 _l_ 6-10-0 6-2-0 _U 6-6-0 6-6-0 6-6-0 10-6-2 _l 10-6-2 8-4-10 _l- 9-0-14 19-2-8 ,I_ 19-6-0 21-0-4 "I- 8-7-6 -I- 9-0-14 38-8-8 Over 2 Supports R=1662 U=126 W=2" R=1807 U=144 W=5.5" RL=170/-165 Design Crit: IRC2012/TPI-2007(STD) `s,ckPRo . PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01,0�,s;oh. .-0,.. . OR/-/1/-/-/R/- Scale =,1875"/Ft, Truss Components of Oregon (503)357-2118 ..WARN MG!**READ AM FOLLON ALL NOTES ON THIS DRAWING! TC LL 25.0 PSF REF R7175- 24517 825 N 4th Ave,Comehus OR 97113 ""IIPoRTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and folies N the latest edition of BCSI (Building Co po ha Safety Information, by TPI and NTCA) for safety practices prior 1.0....'"- . DL 10.0 PSF DATE 01/13/17 n n to performing these functions. tInstallers shall provide e tmporary bracing per BCS!. Unless noted otherwise, 001111604 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 snarl have bracing Installed per RCS BC DL 7.0 PSF DRW CAUSR7175 17013025 ,4 I�j[I N sections 03, 07 ails, 010, as applicable. Apply plates to each face of truss and position as shown above and on 0 1/1 3201 7 the Joint Details. "mass noted Buiothlding Components Refer to drawings,6noC a responWerdsibl Plata any devias. tion l G 1/ BC LL 0.0 PSF CA-ENG RTT/RTT Alpine, a i of ITN dthe uspirants Group Inc shell rot be responsible for arty ippiatlon PEs this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, AN ITW CANNONNY installation A bracing of tresses. 13 46 C TOT.LD, 42.0 PSF SEQN- 89550 A seal on this drawing or cover peg.listing this drawing, indicate.acceptance of profession.'engineering ` LY 1114,20 r..pan.lbillty solely for the design shown. The suitability end use of thisdrawing for any structure Is the NQS e"Ta0 a• Qj DUN.FAC. 1.15 FROM BB 8351 Rovana Circle respoesiblllty of the Building Designer per ANSI/TPI 1 Ses.2. Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: ALPINE: www.aipineltw.cmes ; TPI:w .tpins2.org: ITTCA:www.abm clndustry.c ; ICC: 0 5.iccsafe.org RNATIewal613012018 SPACING 24.0" JREF- 1VXF7175Z05 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117067--PARR LUMBER-HI LLSBORO -Biggi lot 4 Chehalem B -- VERIFY, OR - Al) Top chord 2x4 HF #2 :T3 2x4 OF-L #1&Bet.: 120 mph wind, 22.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :T4 2x4 DF-L 2400f-2.OE: anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Bot chord 2x4 HF #2 :B1 2x4 HF #1&Bet.: DL=4.2 psf. :B4 2x4 HF SS: Webs 2x4 HF #2 :W1, W2, W7 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member :Rt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 3.208' design. Calculated horizontal deflection is 0.29" due to live load and 0.31" due (a) Continuous lateral restraint equally spaced on member. 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. Calculated vertical deflection is 0.53" due to live load and 0.57" due Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, to dead load at X = 29-7-10. Ce=1.10, CAT II & Pf=21.17 psf. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [20] W4X8 4.70 R 1.25 5X5= O. T 3x51 4X8[20],..3X5� X5 1,5X4- oilhs\k g r T4 10-1-3 1.5X4Q� 6 3X5 P�'�`. 4X16(F6) 0-5i 5114 -' 3.5 SS0719m 3.5 B4�` 0 1 ` 3 -RN 02 18- -0 5X5(B1OR) B1 3X5=-=_ 5X10= 3X5(F6)a T 4X5= 1-6-0 t--,e 6-2-10 6-10-0 6-2-0 6-6-0 6-6-0 6-6-0 10-6-4 10-6-2 2 2 8-4-10 9-0-14 19-2-10 ...1_ 19-6-0 _ _ 21-0-6 I 8-7-6 -I- 9-0-14 38-8-10 Over 2 Supports R=1664 U=126 R=1806 U=144 W=5.5" RL=170/-165 Design Crit: IRC2012/TPI-2007(STD) `4 PRcZt , PLT TYP. 18 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01 .`"`Q �'�j , % OR/-/1/-/-/R/- Scale =.1875"/Ft. - Truss Components of Oregon (503)357-2118 '•WAI6iINGIaw REM)AND FOLLOW ALL NOTES ON THIS ORANINGI 0 42 Z TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 'aINPORTANra' FURNISH THIS DRAWING TO ALL COMRACTORS INCLUDING THE INSTALLERS. (V " 83294PE REF 87175- 24518 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow itDL 1 0.0 PSF DATE 01/13/17 the latest edition of BCSI (Building Component Safety Information, by TPI and VTCA)for safety practices prior o' to performing these functions. Installers stall provide temporary bracing per BCS1. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17013012 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS Il 1�� sections B3, B7 or 810, as applicable. Apply plates to each face of trussand position as shown above and o 01/13/201 7 the Joint Details, unless noted otherwise. Refer to drawings 160A_Z fortandard plate positions. 1 1J L 1 BC LL 0.0 PSF CA-ENG RTT/RTT A N L� Alpine, a division of ITV Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI ,, or for handling, shipping, C TOT.LD. 42.0 PSF SEQN- 8955 1 AN RW COMR4NY installation A bracing of trusses. 15 . A awl en this drawing of sever page I I.tirq this drawing, Indicates acceptance of prof wlenel engineering C. W 14,20 _ - r..pon.iblllty solely for tae design.lean. The suitability and u.e of this drawing for any structure is the s8eli Tan DUR.FAC. 1 .15 FROM BB 8351 Retina Circle responsibility of the Building Dwlgn.r per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more Information see this Job's general notes page and these wen ALPINE:aww.alpineltw.com: TPI:www.tpinst.org:RICA:ww.sbclndustry.com: ICC:sites: Renewal 6/30/2018 .lccsa£e.org SPACING 24.0" J RE F- 1 VXF71 7 5205 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117067--PARR LUMBER-HILLSBORO -Biggi lot 4 Chehalem B -- VERIFY, OR - B) Top chord 2x4 HF #2 120 mph wind, 22.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. :B2 2x4 HF #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W3, W4, W5 2x4 HF #2: 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==.: 7- 3X51% 3X5 3X5 6 r 3X50 3X55 1.5X4 •• 1\414440.1441444:4 „...1.5) 10-1-3 W3 0-5-14 0-4-3 1 \ I -m\ T18— —0 5X5(B10R)i 3X5= 6X8--- B2 3X5= 3X10(83) 1-6-0 ...,---,.- Fc yL 6-6-15 6-2�13 J— 9-5-1E:2-4-13 -5-124-13 6-4- 3 9-5-12 J. 6-2-13 —1— 10-0 4 10-5 I_ 19-2-10 ....J_ 19-6-0 J F 38-8-10 Over 2 Supports R=1668 U=128 R=1791 U=145 W=5.5" RL=170/-165 so Design Crit: IRC2012/TPI-2007(STD) `.'QL PRo4Fs+ ; PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 . "`Q Cy1� ../0 OR/-/1/-/-/R/- Scale =.1875'I/Ft. Truss Components of Oregon (503)357-2118 •°WARNINGI e•READ AND FOLLOW All NN A on nos INCLUDING NG! 4 �+ 2, TC LL 25.0 PSF REF R7175- 24519 825 N 4th Ave,Cornelius OR 97113 "IlroNrAwr' FURNISH THIS ORNFINB TO A"CONTRACTORS INCLUDING T E INSTALLERS. fy� 832B4pE Trusses require extreme tare in fabricating, handling, shipping, installing and bracing. Refer to and follow DL 10.0 PSF DATE 01/13/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior ' o performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, - to `hard shall have properlyattached tached stn `ural sheathing and bottom`hard shall nave a properly attached BC DL 7.0 PSF DRW CAUSR7175 17013013 rigid tailing. Locations shown for permanent lateral restraintof webs shall have bracing installed per SCS ] 1 �I UPI] sections B3, B]or B10, as applicable. Apply plates to each face of truss and position as shown above and on 01/13/201 the Joint Details, unless noted otherwise. Refer to drawings 160A-z forstandardplate positions. BC LL 0.0 PSF CA—ENG RTT/RTT I Alpine, a division of MY Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the trues in conformance with ANSI/TPI 1, or for handling, shipping. �, C TOT.LD. 42.0 PSF SEQN— 89552 AN RW COMPANY installation&bracing of trusses. . A.ml on this drawing or waver page listing this ermine, Indicate..00.pt.m.or professions!engineering 4s 1.?14,20 ej responsibility solely for the design shown. Th.suitability.m use of this drawing for any structure Is the s35l Rovina circle r..nan.ibillty of the Building Weidner per ANSI/TPI 19.0.2. $ell Tar OUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more Information see this Jobs general notes page and these web sites: SPACING 24.0" J RE F- 1 VXF7 1 75205 ALPINE:aww.alpineltw.cw; TPI:www.ipinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.org Renewal 6/30/2016 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117067--PARR LUMBER-HILLSBORO -Biggi lot 4 Chehalem B -- VERIFY, OR - 61) Top chord 2x4 HF #2 120 mph wind, 22.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind IC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud :W3, W4, W5 2x4 HF #2: 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. 5X7= .0. T 3X50 3X5 3X51.% 3X5 1.5X4 •, W4 •• 1.5X4/y 10-1-3 6 (a) (a) 6 W 0-4-3 0-4-3 18-0-0 3X10(83)-=z3X5= 6X8= 3X5= 3X10(83) 1-6-0 1-6-0 t-_,- Fc 6-10-510-0-4 .. 6-2�13 —L' 9-5-124-13 5-2 4-13 -i- 6-4' 3 9-5-12 6-2-13 10-0-6;10-5 0-0 4 10-5 lj.- 19-6-0 ,I, 19-6-0 J Ec 39-0-0 Over 2 Supports R=1799 U=144 W=5.5" R=1799 U=144 W=5.5" RL=181/-181 Design Crit: IRC2012/TPI-2007(STD) 00 PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.►e r l s-le OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (5031357-2118 •WARNING!••READ AM)FOLLOW All MITES OM THIS DRAWING! g (`t�G s �� TC LL 25.0 PSF REF 87175- 24520 825 N 4tlT Ave,Comehus OR 97113 "I TAM's FURNISH THIS DRAWING TO ALL CONTRACTORS IIICLwI118 THE INSTALLERS. 83294PE Trusses require extreme care in fabricating, handling, shipping. Installing ano bracing. Refer t and follow DL 10.0 PSF DATE 01/13/17 the latest edition of BCS! (Building Component Safety Information, by TPI and NTCA) for safety practices priorowl.' _ o performing these functions. Installers shall provide temporary bracing per BCS!. Unless noted otherwise, 41166 cop chord shall have properly at tached 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 CAUSR7175 17013014 ,4 1 PIN sections B3, B7 or B,D, as applicable. Apply plates to each face of cru and position as shown above and„ns the Joint Details, unless noted otherwise. Refer to drawings,BGA_z for standard plate positions. 01/13/2017 BC LL 0.0 PSF CA-ENG RTT/RTT Alpine, a division of ITV/Building Components Group Inc. shall not be responsible for any deviation from t OREGON drawing, any failure to f ildtru the trues in conformance with ANSI/TPI 1, or far handling, shipping, n/ t: TOT.LD. 42.0 PSF SEQN- 89553 AN ITW COMPANY installation b bracing of trustee. Ar:�leibi this solelyi°fo the cover slows. T eNndrawing, i�ip itymend,nom.of this ddrrawoifor ra yymstnuuewlris u» �i LY 14,20 /f��,, responsibility of the Building Designer per ANSI/TPI ,S.o.2. SNQe/I Tan �v DUR.FAC. 1.1 5 FROM BB 8351 Ravens Circle a • Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: ALPINE:www.alpineltw.can; TPI: www.epinst.org;wrCA:www.sbcindustry.can; ICC: www.iccsafe.org SPACING 24.0" J REF- 1 VXF7 1 75Z05 Renewal 8(30(2018 This DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117067--PARR LUMBER-HILLSBORO -Biggi lot 4 Chehalem B -- VERIFY, OR - BGE) Top chord 2x4 HF #2 120 mph wind, 22.85 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. :M12, M13, M14, M15, M16 2x4 HF #2: Wind loads and reactions based on MWFRS with additional C&C member Truss designed to support 1-0-0 top chord outlookers and cladding load design. not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord may be notched 1.5" deep X 3.5" at 48" o/c along top edge. DO NOT Provide lateral wind bracing per ITWBCG wind bracing details or per OVERCUT. No knots or other lumber defects allowed within 12" of notches. engineer of record. 2X3 studs require reinforcement at 70% of the Do not notch in overhang or heel panel. length tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind (a) Continuous lateral restraint equally spaced on member. bracing requirements. 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. 5X7 t: T 3X50 3X55 114 o 1112 M13 1 .. M16 - 10-1-3 1(a)1(a 1 (a)1 6 r 0-4-3 0-4-3 1 18-0-0T (///////////////////////////i////////////////////////////// fL/i//////////////////////////////////i////////////////////// I 3X5(A1)= _ 3X5(A1) 1-6-0 1-6-0 is .....,--y L 19-6-0 _►,. 19-6-0 _I F 39-0-0 Over 2 Supports i R=138 PLF U=6 PLF W=19-6-0 R=129 PLF U=12 PLF W=19-6-0 RL=10/-10 PLF Note: All Plates Are 1.5X4 Except As Shown. Er PROF Design Crit: IRC2012/TPI-2007(STD) c% F PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.' g (51§e ss'jO OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon f503)357-2118 ••wARNINDI••READ AND FOLLOW ALL NOTES on THls DRAWING! �(�� I. TC LL 25.0 PSF 825 N 4th Ave,Cornelius O 97113 ••IIPORTAM•• RJRN1SN THIS OIwINB TO ALL CONTRACTORS INC`UDINB THE INSTALLERS. REF 87175- 24521 Trusses require extreme re In fabricating, handling. shipping, Installing and bracing. Refer to and follow 83294PE the latest edition fBCSI`(Building Component Safety Information, by TPI and.TCA) for safety practices prier ' _ DL 10.0 PSF DATE 01/13/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, 0111164, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17013015 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per A�L��N n sections 83, B7 or Big, as applicable. Apply plates to each face of trussasd position as shown above and on r✓ the,a,�Batalla, u:',-77,..::7::::—.::. nlees orad otherw,ae. Refer to drw;nga,BAA_=forts tlard plate poaitiona. 01/REG 17 BC LL 0.0 PSF CA-ENG RTT/RTT Alpine, a:;visin of ITN Bul king Compoent:Group Inc. shall rat be responsible for airy:ev,at,on from this OREGON drawing, any failure to bulla the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWC.OMMNY installation&bracing of trusses. a, = TOT.LD. 42.0 PSF SEQN- 89554 A seal on this drwlng or cover p.g.I I.tlng this drawing. Indicates.eOryKan `Z/LY a.of professional engineering 14,20 ,e. design suitability solely for she elgn shown. The she use of NIm droning for any.tractore is the sse'1 Tall. DUR.FAC. 1 .15 FROM BB 8351 Roma Circle r.epvsibl l lty of the Building per.r ANSI/TPI 1 S.c.2. Sacramento,CA 95828 For more information see this.lob's general notes page and these web sites: SPACING 24.0" JREF- 1 VXF7175ZO5 ALPINE: www.alp,neltw.com; TPI:waw pinst.org; RTCA:www.sbcindustry.com, ICC: .Iccsafe.ory Renewal 8/801201$ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117067--PARR LUMBER-HILLSBORO -Biggi lot 4 Chehalem B -- VERIFY, OR - GG) Topochord 2x6 DF-Lchord 2x4 HF SS SS 2 COMPLETE TRUSSES REQUIRED I2. Webs 2x3 HF #2 :W1, W10, W11 2x4 HF Std/Stud: Nail Schedule:0.120"x3", min. nails :W2, W5, W7 2x4 HF #2: :W3, W4, W6, W8 2x6 HF #2: :W9 2x4 HF #1&Bet.: Top Chord: 1 Row 012.00" o.c. :Rt Wedge 2x4 HF Std/Stud: Bot Chord: 2 Rows P 4.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Provide lateral wind bracing per ITWBCG wind bracing details or per Use equal spacing between rows and stagger nails engineer of record. 2X3 studs require reinforcement at 70% of the length in each row to avoid splitting. tabulated for 2X4 studs of the same grade. 4" o.c. spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" 120 mph wind, 22.59 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC DL=4.2 (**) 1 plate(s) require special positioning. Refer to scaled plate plot psf. details for special positioning requirements. (a) #3 or better scab reinforcement. Same size & 80% length of web See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind member. Attach with 10d Box or Gun nails (0.128"x3",min.) 0 6" OC. bracing requirements. + Provide lateral bracing for inset member. Attach nailer 4X5= Deflection meets L/360 live and L/240 total load. Creep increase factor at edge of lower roof diaphragm, or use purlins at 24" oc. for dead load is 1.50. SPECIAL LOADS /�� , (LUMBER DUR.FAC.=1.15 / PLATE DUR.FAC.=1.15) 2X4111 2X4111 TC - From 90 PLF at 0.00 to 132 PLF at 12.67 TC - From 132 PLF at 12.67 to 90 PLF at 25.33 II 11 3X7[39]/// BC - From 7 PLF at 0.00 to 7 PLF at 25.33 BC - 1664 LB Conc. Load at 10.06, 12.06, 14.06 5X5[45] BC - 1668 LB Conc. Load at 16.06, 18.06, 20.06, 22.06, 24.06 i Wind loads and reactions based on MFRS. , Itit JT PLATE LATERAL CHORD 4X5(R)[14]No SIZE SHIFT BITE [14] W4X5 2.50 L 1.50 4�' 5X5[48]Q [36] W6X8 2.00 R 2.50 �� 3X3�i [39] W3X7 3.00 R 1.25 � �= 8-9-13 [45] W5X5 3.75 R 1.25 8 � .� WB —18 [48] W5X5 4.25 R 1.25 _� [49] W4X8 S 4.25 i 4, _i (a) W9 ....i„„,Are Aw W7 0-4-7 1111115444., ; 0-4-7 I� 11 ■NEI ii II 18-0-0 4X8= 5X5= 4X8[49] III 4X12(B8R) 2X4 II 1.5X4(**) III 4X12(B8R) 6X8[36]-=- 4X8(R) III 6-9-42-11-115-10=12 2-11-1 3-11-3 3-11-3 3-11-3 4-9-11 12-8-0 12-8-0 Ec 25-4-0 Over 2 Supports >1 R=894 PLF U=73 PLF W=9-11-8 R=7415 U=616 W=5.5" Note: All Plates Are 1.5X4 Except As Shown. D PR pR Design Crit: IRC2012/TPI-2007(STD) .(� 'E F PLT TYP. Wave FT/RT=2%(0%)/4(0 16.01.N1!/w,s/tr7riN�`NS' A OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon 503)357-2118 a*WAWNINGI FURNISH NEA°ANS FOLL06 At N 1 S oN THIS°"MING' �(, / w �� REF R71 75— 24522 pp 8 1 ••IIPBRTA••• INGTHIS REA BNMIIR To ALL CONTRACTORS Is ORPNIM Ti€INSTALLERS. V TC LL 25.0 PSF 825N4thAve,ComeLusO 97 13 Trusses require extreme ere in fabricating, handling, shipping. 83294PE Installing ate,brfor s. Refer to ande follow MC / DL 10.0 PSF DATE 01/13/17 the latest edition of SCSI ns. Installers Component Safety Ie mpolon, by TPI and MTCA) for safety practices prior to performing these functions. Instellers shall provide temporary bracing per SCSI. Unless noted otherwise, 141164, 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 BC BC" BC DL 7.0 PSF DRW CAUSR7175 17013026 ,4�� sections 83. ai or 810, as applicable. Apply plates to each face of trussand position as shown above and ons 01/13/2017 IJ the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for tandard plate positions. BC LL 0.0 PSF CA-ENG RTT/RTT I Alpine, a division of ITN Building Compene s Group Inc. shall not be responsible for any deviation from t OREGON drawing, anyo &hfailure to buildru the[rasa in onformance with ANSI/TPI ,, or for handling, shipping, = TOT.LD. 42.0 PSF SEQN- 8957 5 AN RW rAMaorov Installation bracing of trusses. rempvrleiCMry sor�lyy°fo t��shown. TThe ing eulte suitability w of this df di-swing � structure engineering he 4/ SLY 14,a04 t® 8351 Rovan6 Circle responsibility of w Building Designer per ANSVTPI 1 Seo.l. s$6'l Thr.. OUR.FAC. 1 .15 FROM BB S3cramenW,CA 95828 For more Information seethis Job's general notes page and these web s V l� SPACING 24.0" J RE F- 1 VXF7 1 75Z05 ALPINE: www.alpineltw.com; TPI:www. pinst.org; BMA: www.sbcindustry.com; ICC: www.icasafe.org QnOaWALRI3CIL7n4R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117067--PARR LUMBER-HILLSBORO -Biggi lot 4 Chehalem B -- VERIFY, OR - FGE) Top chord 2x4 HF #2 120 mph wind, 20.62 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=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= U i i i ii 5-7-13 i OJ' 7 Alii ■ ■ ■II ■ ■ 111killilih 0-4�I-7 �� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ �� 18-0-0 -1-- 2X4(A1) 2X4(A1) U-1-15J L1-1-15I I,„.. 7-11-0 ,I— 7-11-0 J 1 15-10-0 Over Continuous Support R=123 PLF U=11 PLF W=15-10-0 RL=8/-8 PLF Note: All Plates Are 1.5X4 Except As Shown. p PRO Design Crit: IRC2012/TPI-2007(STD) iILE FFs, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.e.43A'F7f%, d' OR/-/1/-/-/R/- Scale =.375"/Ft. Miss Components Ave,Cornelius Oregon 503)357-2118 '•WARNINNI•H•REM AND FOLLOW ALL CONDUCTORS TO THIS DRAWING! �C �i 4 '% TC LL 25.0 PSF REF R7175- 24523 825 N 4th Ave,Comehus O) 9X13 "IT FURNISH THIS WARM TO ALL coNTRACTo■s INCLw lN9 THE INSTALLERS. 83294PE ♦{'/] Trusses require extreme care in fabricating, Safety Information,, oblation, Iystalll,d end bracing. Refer to and fallow w_ / `+r1 DL 1 0.0 PSF DATE 0 1/1 3/1 7 the latest edlilon of 9051 aBel id Ing Camponont Safety , shipby TPI and NTCA) for g.safetyRef r to follow (( o performing these functions. Installersshallprovide temporary bracing per BCSI. Unless noted otherwise, cop chord shell have properly attached structural sheathing and bottom chord shall have a properly attached rigid caring. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC' ^I BC DL 7.0 PSF DRW CAUSR7175 17013016 A�L=J11 N t.Joint 8D Details, or B10unless as applicable. Apply plates to weaching face of tors and position as shown above and on Q1�13�2�1 ins Joint Dataila, rnleaa noted aiherwiae. Refer to drawings,Boa-=far standard plate positions. BC LL 0.0 PSF CA-ENG RTT/RTT Alpine, a division of ITN Building Components croup Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build t.truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW CAMPANV Inetaiiatian g bracing of trusses. 10 gyp. TOT.LD. 42.0 PSF SEQN- 89564 A.eel on this drawing er toyer page listing this drawing, Indict...ee.pt.noe of prof...lone!engineering 4 '114.1.14,20V_ responsibility solely for the design shown. The suitability and nue of this drawing for any structure is the 8351 ROvanaCircle rssp.nsibl l ley of the Sul Iding Designer per ANSI/TPI T Seca. `r$e11 Tar. DUR.FAC. 1 .15 FROM BB • Sacramenlo,CA 95828 For more information see this Job's general notes page and these web sites: ALPINE:walpinow liw.com: TPI: www.tpinst.org:NrCA: w .sbcindustry.com; ICC: www.iccsafe.org SPAC 1 NG 24.0" J REF— 1 UXF7 1 7 5205 w. Ror ownl R/9D19/14A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117067--PARR LUMBER-1i I LLSBORO -Biggi Iot 4 Chehalem B -- VERIFY, OR - JGE) 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. 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- 6 ■ 1111166 : —� 6 3-10-3 0-4-3 �;f 0-4-3 ...ailliglN111111111Billiblin. _i_ M11111111111111111109 40-0-0 I -F- //// ////////////////////////////////////////// _ 2X4 — 2X4(A1) LQ1-4-0 .1 L1-4-0 ..1 7-0-0 7-0-0 14-0-0 Over Continuous Support I. R=120 PLF U=15 PLF W=14-0-0 RL=6/-6 PLF Note: All Plates Are 1.5X4 Except As Shown. PR Design Crit: IRC2012/TPI-2007(STD) �lE0 OFF PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .PJ!.�l, h7'i`SS OR/-/1/-/-/R/- Scale =.437511/Ft. Truss Com nents of Oregon (503)357-1118 ••WARM NGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! .. — 825 N 4th Ave,Cornelius OR 97113 "INpOWrANr•• FURNISH THIS DRAWING To ALL taTTNAcrORs"�"'°'"°THE INSTALLERS. �C9 83294PE 4741% TC LL 25.0 PSF REF R7175- 24524 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow /y the latest editionof BCS! (Building Component Safety Information, by TPI and WTCA) far safety practices prior GC ,...ore--,...ore-- DL 10.0 PSF DATE 01/13/17 H to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, [op chard shall have properly at tached structuralsheathing shea`hiand bottom chard shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17013017 rigid ceiling. location shown for permanent lateral restraint of webs shall have bracing Installed per 13..A��0 sections 83, B]or 010, as applicable. Apply plates id'aeach face of truss and position as shown above end on the.loin Details, unless noted otherwise. Refer to wings 160A-Z for standard plate positions. 01/13/2017 BC LL 0.0 PSF CA-ENG RTT/RTT Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build = TOT.LD. 42.0 PSF SEQN- 89569 AN ITW COMPANY installation&bracing of trusses.truss In conformance with ANSI/TPI ,, or for handling, shipping.. 04 . A..el on this drawing or ver pege listing this dewing, Indicts acceptance of professional engineering /_ v4tY 14,26 es responsibility solely for the design.boll. The suitability end use of this drawing for any structure is the S'S@l�Tao.C DUR.FAC. 1.15 FROM BB 8351 ROvaDa CVCIe rwpons'bIlity of the Building Designer per ANSI/TPI,Sec,2. Sacramento,CA 95828 For more information see this Job's general notes page and these web a SPACING 24.0" J REF- 1 VXF7 1 7 5205 ALPINE: ww.elpineltw.com: TPI:a pinst.org:WTCA:raw.sbcindustry.com; ICC: ww.iccsafe.org Rpnnna,el 0.lgnA9n1A THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117067--PARR LUMBER-H I LLSBORO -Biggi lot 4 Chehalem B -- VERIFY, OR - J) 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(R1) 6 � --I6 3-10-3 0-4-3 0-4-3 I' 9-0-0 '� 1.5X4 III I— 2X4(A1)= 2X4(A1) L1-4-0 ..1 L1-4-0p.I 7-0-0 + 7-0-0 L 7-0-0 I 7-0-0 [< 14-0-0 Over 2 Supports R=707 U=27 W=5.5" R=707 U=27 W=5.5" RL=71/-71 Design Crit: I RC2012/TPI-2007(STD) Oett pRC)F iS ' PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.ftu p;1 E� S'Q OR/-/1/-/-/R/- Scale =.437511/Ft._ Truss Components of Oregon ((503)35721118 aaWARNINGI ww RCM AND FOLLOW ALL NOTES ON THIS DRAWINGI 9 TC LL 25.0 PSF • REF R7175- 24525 825 N 4th Ave,Comehus OR 97113 a'l FURNISH THIS DRAWING TO All CONTRACTORS INCLUDING TIE INSTALLERS. [(/ !(, 83294PE Trusses require a trema care In fabricating, handling, shipping, installing and bracing. Refer to and follow it - the latest edition of SCSI (Building Component Safety Information, by TPI and'IITCA) far safety practices prior � DL 10.0 PSF DATE 01/13/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless otherwise, Cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 D PSF rigid cel l ing. Locations shown for permanent lateral restraint of webs shall have bracing instal led per SCSI DRW CAUSR7175 17013018 ,4 �� section,B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 01/13/2017 the inI,K Details, unless noted otherwlae. Refer to dr:1nga,6OA_Z far:ntlard plate pa>itians. BC LL 0.0 PSF CA-ENG RTT/RTT Alpine, a y failure of Ibu Building Components Group Inc. hM1AN ,wt be responsible Por any tlpping,on from this OREGON drawing, any failare go build the truss In conformance with ANSI/TPI ,,or for handling, shipping, .� 00 C TOT.LD. 42.0 PSF SEQN- 89566 AN RW COMPANY installation&bracing of trusses. . A...I on this drawing or ewer pege listing this draping. Indicates emptiness of pr fesalwrl engineering 4 LY 14,10 ell r 8351 Rovana Circle responsibilitysolely Building o.p.�ANSI/Tel tZ aro use of this drawing for.�structure I. Sags+ •-fan•. DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see thls Job's general notes page and these web sites: SPACING 24.0" JREF- 1 VXF7175Z05 ALPINE:www.alpineitw.com: TPI: www.tpinst.org;.'TCA:www.sbcindustry.com; ICC:www.lccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117067--PARR LUMBER-HILLSBORO -Biggi lot 4 Chehalem B -- 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 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- P11113 1.5X4 III 1.5X4 III 8:41 � � � 8 3-6-7 0-4-7 o� 9-0-0 cao ►_. 1.5X4 III 1.5X4 III 1.5X4 III 2X4(A1)= 2X4(A1) —1-6-0--›.1 —1-6-0-- 1, 4-9-0 J,. 4-9-0 J E9-6-0 Over 2 Supports R=636 U=161 W=3.5" R=636 U=161 W=3.5" RL=91/-91 Design Crit: IRC2012/TPI-2007(STD) t�RED PRoi- PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .'f O d ER 'le OR/—/1/—/—/R/— Scale =.5"/Ft. _ Truss Components of Oregon (503)357-!118 ...WARNING!** Imo APO POWYS ALL NGTEs ON THIS DRAWING! (9 (p >a TC LL 25.0 PSF REF R7175— 24526_ 825 N 4th Ave,Comehus OR 97113 •wlrao elan. HAMM THIS DRAWING TO ALL COMPACTORS INCWDIINI THE INSTALLERS. �1.(/ 83294PE Z 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 o£BCS! (OW iding Component Safety Information, by TPI and NTCA) for safety practices prior to performing these functions. Installers shall Provide temporary bracing per BCS!. Unless noted otherwise, top chord shall have properly attach.structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs.hall have bracing installed per BCS! BC DL 7.0 PSF DRW CAUSR7175 17013019 T.�,��0 sections B3, B7 or B,o, as applicable. Apply plates to each fate of trussand position as shown above and on 01/13/201 7 J r— Who�alnt Gatoil=, unlaaw Qted dtharwlae. Befar to drawi�a,BGA_=£erta�ard plata pe= BC LL 0.0 PSF CA—ENG RTT/RTT Alpine, a dlvislon oP I,W Bulltllrg eomporwrnts Group Inc. shell rot be responsible for any deviation from t.„. OREGON drawing, any failure to bulla the trees in conformance with ANSI TPI 1, or for handling, shipping, 'v t TOT.LD. 42.0 PSF SEQN— 89556 AN frW C.OMWWY installation a orating of tresses. . A...I on this droving or cover pega listing this drawing, Indicates acceptance or professional engineering r LY 14,2° Q! 4351 RovanaCvcte responsibility solely for the design shown. TI...nitebility and use of this drawing for soy structure Is the 'sell Tai DUR.FAC. 1.15 FROM BB responsibility of the Nuliding Designer per ANSI/171 I Seb.2. Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: SPACING 24.0" JREF— 1VXF7175Z05 ALPINE: www.alpineltw.com; TPI: www.tpinst.org:YTCA: www.sbcindustry,com; ICC: www.iccsafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117067--PARR LUMBER-HILLSBORO -Biggi lot 4 Chehalem B -- VERIFY, OR - C) 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, 1 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- 1 Iiiiiiliglihlih, 3-6-7 0-4-7 _ 0—� 9-0-0 r 1.5X4 III 2X4(A1)= 2X4(A1)Ea L*--1-6-0--->.J L*-1-6-0—,J 4-9-0 2.Ic 4-9-0 I, 4-9-0 -I, 4-9-0 J F9-6-0 Over 2 Supports =1 R=536 U=17 W=3.5" R=536 U=17 W=3.5" RL=81/-81 so Design Crit: IRC2012/TPI-2007(STD) 9 PRo! PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.,c'O E`�IpIV�� '/0 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 ••WARNINSI••READ AND FOLLOW ALL NDTES ON THIS DRAWING! (` 2II TC LL 25.0 PSF REF R7175- 24527 _ 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT.* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �4,/ 83294PE Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow DL 1 0.0 PSF DATE 01/13/17 he latest edition of BCS! (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing chase functions. Installers provide temporary bracing per BCSI.r Unless noted otherwise, op chord shall have properly attached structural sheathing and batt chard shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17013020 rigid ceiling. Locations shown for permanent lateral restraint f webs shall have acing Installed per BCS! A 11 ,PE1 sections 6D DeB7tails, or unless as applicable. Apply plates to each face of truss aro rd plate as shown tion abover�M on 01/13/2017 rJ the Joint Details, uof IT rated otherwise. Refer to Inc.draisha,BDA-Z a forstandardplate poaltiiati BC LL 0.0 PSF CA-ENG RTT/RTT L� Alpine, a y failure of Ibu Building truss Group Intsear not be responsible l any deviation r this OREGON drawing, any failure to build the irwaa In conformance with ANSI/TPI 1,or for handling, shipping, 73 �?/ L" TOT.LD. 42.0 PSF SEQN- 89557 AN RW COMPANY installation a bracing of trusses. LY 14,20 . A seal on this drawing Sr cover page listing this drawing, Indicates.ss.pt ns of prof.ulensl engineering t�/ 8351 Rovana Circle resporwlbllity solely for the design down. Th.suitability and use of this drawing for any structure is the ss a 11 Tan t DUR.FAC, 1.15 FROM BB respunslblllty of the Building Designer per ANSI/Tal t See.2, Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: ALPINE:www.aipineitw.com; TPI:www.tpinst.org:WTCA:www.abcindustry.com; ICC: wwe.Iccsafe.org Renewal 6/30/2018 SPACING 24.0" J RE F- 1 VXF7 1 7 5205 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117067--PARR LUMBER-HILLSBORO -Biggi lot 4 Chehalem B -- VERIFY, OR - C1) 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. 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= IB B 3-6-7 0-4-7 i� ■ �� 0-4-7 1.5X4 III 2X4(A1)= 2X4(A1) L-1-6-0---›.1 F 4-9-0 + 4-9-0 L, 4-9-0 4-9-0 J Ec 9-6-0 Over 2 Supports R=548 U=19 W=3.5" R=407 U=6 W=3.5" RL=61/-70 Design Crit: IRC2012/TPI-2007(STD) CEO PROFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.' r Gla cis. OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon 1503))357-2118 ^WARNINGI«BEAD AIM FOLLOW ALL NOTES ON TNIs CRANING! �O� ��' F� TC LL 25.0 PSF REF R7175- 24528 825 N 4th Ave,Cornelius OR 97113 ••IIPoBTANr•• FURNISH THIS DRAWING TO ALL oanBAcrggs INCLUDING THE INSTALLERS. 83294PE Tresses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow a DL 1 0.0 PSF DATE 01/13/17 the latest edition of BCSI (Building Component Safety Information, by TPI ane WFCA)for safety practices prior / to performing chase functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, top chord shall have properly attachestructural ctural sheathing and bottom chore 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 CAUSR7175 17013021 ,4 �O sections 63. 87 or 810. as applicable. Apply plates to each face of truss and position as shown above and on 01/13/2017 the oint Decal's, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG RTT/RTT Alpine, a division of ITV Building Components Groep Inc. shall t be responsible for any deviation from t OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, AN ITW COMRA,NY instal lation A bracing of tresses. C TOT.LD. 42.0 PSF SEQN- 89558 • A seal en this drawing or cover page listing this drawing. Indicates acceptnce of professional engineering 4 SLY 14,2O� 0' responsibility solely for the design shown.. The suitability and use of this drawing for any structure Is the - 835lRovanaCUcle respen.Imllty of the Building Designer per ANsviPl 1 Sec.0. s OUR.FAC. 1.15 FROM BB Saeramorto,CA 95828 For more Informations this,job's general notes page and these web sites: s ______,ell Tar SPACING 24.0" J RE F- 1 VXF7 1 75Z05 ALPINE:www.alpinaltw.com; TPI:w .tpinsi.org;WTCA: sww.sboIndosiry.com: ICC: waw.iccsafe.org Renewal 5/30/2018 aw THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117067--PARR LUMBER-HILLSBORO -Biggi lot 4 Chehalem B -- VERIFY, OR - HGE) 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. must not be cut or notched. Right end vertical not exposed to wind pressure. Provide lateral wind bracing per ITWBCG wind bracing details or per engineer of record. 2X3 studs require reinforcement at 70% of the length See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind tabulated for 2X4 studs of the same grade. bracing requirements. 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. 1.5X4111 1.5X4III I/ 1.5X4111 ' 2-5-14 5I ' I■1 ■ ■ 0-4-1 ■ ■ ■ J� 1 1.5X4 III 1.5X4 III 9-0-0 / 1.5X4 III 2X4(A1) Lc 2-6-0 4-10-4 3.I3^13 1 Fc 5-2-0 Over 2 Supports >1 R=536 U=258 W=5.5" R=197 U=88 RL=176/-24 Design Crit: IRC2012/TPI-2007(STD) CEO PROFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.O1 .F W G1 F sS'jO OR/-/1/-/-/R/- Scale =.75"/Ft. Truss Components of Oregon (503)357-1118 meWARNINGI ss READ AM FOLLOW AU TOTES ON Turn DRAWING! �C9 a y TC LL 25.0 PSF 825 N 4t1T Ave,Cornelius OR 97113 ••IIPORTANTaw FURNISH THIS DRACHM TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ((, �Q y REF R7175- 24529 Tresses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow 83294PE _ the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA)for safety practices prior [r Sri/' _ DL 10.0 PSF DATE 01/13/17 o performing these functions,LInstallershall provide temporary bracing per SCSI. unless noted otherwise, to chrd shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17013022 rigid ceiling. Locations shown for permanentlateral restraint r webs shall have bracing installed per BC } ��O` �± sections 83. 87 or B10, as applicable. Apply places to each face or truss and position as shown above and on 01�13�2017 J the Joint Data:Is, unless noted otl»rwisa. Rorer to drawl,gs,BOA-z mrsstandard plate paslue::. L BC LL 0.0 PSF CA-ENG RTT/RTT L� Alpine• a dl vision of ITN Bulldirg Components Group Irw. shall not be resPon>I bl.for any devieu on from this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI ,, or for hmndl:g. shipping, C TOT.LD. 42.0 PSF SEQN- 89559 AN RW COMFr4N`! Installation bracing&braciof trusses. A goal on this drawing or cover peg.listing this Crewing, indicate.acceptnce of professions!engineering 4 LY 14,20etb OZ the suitabilityusew n. The responsibility solely for r design.bng and e CRIB crewing for any structure I.the SS�'r Tan (• DUR.FAC. 1 15 FROM BB 8351 RovanaCtrcle responsibility of the Building Designer par .o, ANSI/TP1 1 sz. Sicramento,CA 95828 For more Information sethis Job's general s page and these web sites: ALPINE:www.alpineaw.cam: TPI: waw.tpinst.org; WrCA: www.sbcindustry.com; ICC: www.iccsafe.org Renewal 613012018 SPACING 24.0" J REF- 1 VXF7 1 7 5205 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117067--PARR LUMBER-HILLSBORO -Biggi lot 4 Chehalem B -- VERIFY, OR - H) 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 il 2-5-14 5 I iligigilIllIlll 0-4-1 • 9-0-0 �� 1.5X4 III 0 0 1 2X4(A1) 1< 2-6-0 4-10-4 ›F 1++ Fc 5-2-0 Over 2 Supports R=465 U=24 W=5.5" R=168 U=9 RL=53/-22 Design Crit: IRC2012/TPI-2007(STD) CEO PROP". PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.►, 0.iiin ' , OR/-/1/-/-/R/- Scale =.75"/Ft. Truss Components of Oregon 503 357-2118 ••W INGI••NEW AEI FOLLOW ALL NOTES ON THIS DRAWING! p ( ) ••IIPoIRANr•• FURNISH THIS BRAKING To ALL mammon INCUAINO THE INSTALLERS. A? llt TC LL 25.0 PSF REF R7175— 24530 825 N 4th Ave,Cornelius OIL 97113 Tresses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and fellow zrDL 10.0 PSF DATE 01/13/17 the latest edition of SCSI (Building Component Safety Information, by TPI and NrCA) for safety practices prior We to performing these functions. Installers shall provide temporary bracing per BCl1. Unless noted otherwise, / _ fop 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 DL 7.0 PSF DRW CAUSR7175 17013023 �L��Q sections 83, 87 or BIG, as applicable. Apply plates to each face of truss and position as down above and on 01/13/2017 r— the Joint Details, unless noted Otherwise. Refer to drawings 160A-Z!Or standard plate positions. BC LL 0.0 PSF CA-ENG RTT/RTT L_1 Alpine, a division of ITN Building Componerms Group Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, AN Irw coAAwwv installation Si bracing of trusses. 1Dv a TOT.LD. 42.0 PSF SEQN- 89560 A...I on this dr.eing or*ever pogo Voting tel.droving. w ... f droving. Indicates.. ptof professional engineering 4 LY 14,20 responsibility.el.ly for the design shown. The wICWiI Icy end we of thl.drawing For any structure 1.the Ss�'r TaoOUR.FAC. 1.15 __ FROM BB 8351 Rovana Circle r..pon.lbI IIhy of the Sulidillg Designer per ANSI/TPI 1 Seed. sacranmlo,CA9>828 For more Information see this Jobs general nates page and these web sites; SPACING 24.0" JREF- 1VXF7175Z05 ALPINE:www.alpineitw.com: TPI:www.tpinst.org:PTCA:www.sbcinaustry.co*: ICC: wew.iccsafe.org FCenewal 6/30!2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117067--PARR LUMBER-HILLSBORO -Biggi lot 4 Chehalem B -- VERIFY, OR - H1) Top chord 2x4 DF-L #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. 1.5X4111 5 1 ill 1-7-14 0-4-1 PiWPIIIIIIIIIIIIIIIIII=LPI 11 _100-0-0 / MEMOS memg 1.5X4 ill 2X4(A1) 2-6-0 2-10-4 �I3,1 f' 3-2-0 Over 2 Supports- R=418 U=34 W=5.5" R=57 U=8 RL=39 • Design Crit: IRC2012/TPI-2007(STD) ¢so PRoi. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.' to `G `sS> OR/-/1/-/-/R/- Scale =.75"/Ft. Truss Components of Oregon ((503)357-2118 "WARNING!••READ AND Foca ALL NOTES ON THIS DRAWING! C F� 0 825N4thAve,Comeltus01297113 ""PORTANT" "sHTM'S°wu""OT° '' CONTRACTORS INCLUDING THE'"sT"'E'u• �V' �(i 4Q 9 TC LL 25.0 PSF REF R7175- 24531 Trusses require extreme care in fabricating, handling, shipping. Installing and bracing. Refer to and fan ow 83294PE -the latest edition of BCS1 (Building Compo t Safety Information, by TPI and ATCA) for safety practices prior r„wr". DL 10.0 PSF DATE 01/13/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly at tached stn ural sheathing and bottom chord shell have a properly attached . 111164, rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC 11 BC DL 7.0 PSF DRW CAUSR7175 17013024 ections 03, 07 or B10, as applicable. Apply plates to each face of trussand position as shown above and o __, N T. the Joint Details, unless toted Otherwise. Refer to drawings 100A-Z forstandard plate positlone. this 01/13/201 7 BC LL 0.0 PSF CA-ENG RTT/RTT A1 � Alpine, a division of ITP Building Components Group Inc. shall not be responsible for any deviation from t OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, AN RWCOMR4NY installation.bracing of trusses. ,� = TOT.LD. 42.0 PSF SEAN- 89561 • A impel on this drawing or Bever page listing this drawing. Indicates wwpt.noe of profa.mlensl engineering 4 LY 14,20 ce design solely for the dlgn shown. Ti.suitability and use of this drawing for any structure is tM Ss��l��•` DUR.FAC. 1.15 FROM BB 8351 Roxana Circleresponeibhilty of the&nilding Designer per ANSI/TPI 1$.0.2, Sacramento,CA 95828 For more information se this Job's general s page and these web sites: SPACING 24.0" JREF- 1 VXF7l 75205 ALPINE: awe.alpineitw.com: TPI: Awe. pinst.org: WTCA:ww.sbcindustry,com: ICC: www.lccsafe.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 w (1) 2x4 'L' Brace a (2) 2x4 'V Brace xx (1) 2x6 'L' Brace a (2) 2x6 'V Brace Ikl* 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 Spruce-Pine-Fir Hem-Fir #1 / #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' #1 / #2 Standard #2 Stud #3 4' 4' 7' 2' 7' 8' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' #3 Stud #3 Standard CD O H F Stud 4' 4' 7' 2' 7' 7' 9' 1' 9' 5' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 12' 10' 13' 9" 14' 0' 14' 0' I I r Standard 4' 4' 6' 2' 6' 7' 8' 2' 8' 9' 10' 10' 11' 4' 14' 0' Douglas Fir-Larch Southern Pinerw■ CU #1 4' 10' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 #3 SP #2 4' 7' T 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' d (U DFL Stud 4' 6' 6' 6' 6' 11' 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' Standard 4' 4' 5' 9' 6' 1' 7' 7' 8' 2' 10' 4' 11' 1' 11' 11' 12' 10' 14' 0' 14' 0' Group B: U #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 _ S P I- #3 5' 0' 8' 10' 9' 3' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' #1t, Btr HF 1 L lJ I F Stud 5' 0' 8' 9' 9' 2' 10' 5' 10' 10' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' #1 QJ O r Standard 5' 0' 7' 6' 8' 0' 10' 1' 10' 9' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Dou•las Fir-Larch Southern Pinel** #1 5' 6' 9' 1' 9' 5' 10' 8' 11' 1' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' #1 SP #2 5' 3' 8' 11' 9' 3' 10' 7' 11' 0' 12' 7' 13' 1' 14' 0' 14' 0' 14' 0' 14' 0' Mrgili=i #2 #3 5' 1' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated 5Board). QD QJ D F L Stud 5' 0' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 0' 7' 0' 7' 5' 9' 4' 10' 0' 12' 5' 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' www For 1tr So. PiSe ese Rat I Boards, r p Industrial 45 Stress-Rated Boards, Group B #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. C5 SPF #3 5' 6' 9' 8' 10' 1' 11' 6' 11' 11' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: u I t F 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 (l 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, rl 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 rAttach 'L' braces with IOd (0.128'x3.0' min) nails. About III able Truss I * 31( For (1) 'L' brace, space nails at 2' o.c In�� end zones and 4p e between zones. Diagonal brace option; **For (2) 'L' braces: space nails at 3' o.c. T In 18' end zones and 6' o,c. between zones. vertical length may be O doubled when diagonal 18' 31( *I.*. 'L' bracing must be a minimum of 807. of web brace Is used. Connect L r� member length, diagonal brace for 385# 'L' at each end. Max web Brace ;� Gable Vertical Plate Sizes total length Is 14'. �,_ NE* ' Vertical Length No Splice 2x4 DF-L #2 or I Less than 4' 0' 1X4 or 2X3 Jerdlagonal r -I}- Greater than 4' 0', but 2X4 bracel single less than 11' 6' Vertical length shown18' In table above. or double cut 0 r/ Greater than 11' 6' 3X I 45' (as shown) at .1_ - + Refer to common truss design for upper end. L f� peak, splice, and heel plates. / / / / continuos Bearing/04P.'..,-.� Q1Fr / Refer to the Building Designer f or conditions Connect diagonal at u midpoint of vertical web. Refer to chart above for m•�. .. w. �r ,A.th, not addressed by this detail, 5WARNINGlsw READ AND FOLLOW ALL NOTES ON THIS DRAWING! V` 1 wSINPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. V 4, �jQ REF ASCE7-10-GAB12030 —/' \ Trusses require extreme care In fabricating,handling, shpping,Installing and bracing. Refer to and ��(/ 83294PE ri DATE 10/01/14 s=� V followrathe latest editionpwrfmif BCSI (BuildingComponent SafetylersallInformation, byTPI and SBCA)for- BCSI. — 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 DRWG A12030ENC101014 �w shall hove a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs /"�� I\ fl i shall have bracing Installed per BCSI sections B3,B7 ar B10,as applicable. Apply plates to each face //J 1'Il�\vl l i of truss and position as shown above and on the Joint Details,unless noted otherwise. 01/13/2017 LI I Refer to drawings l60A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation fromON AN ITW COMPANY this drawing,any failure to build the truss in conformance with ANSI/TPI I,or for handling,shipping, �� C. MAX. TOT. LD. 60 PSF Installation L bracing of trusses. A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional 4 `LLY 14,2010 Q) engineering responsibility solely for the design shown, The suitability and use of this drawing . 13389 w 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. s'14 Earth City,MO 63045 For more information see this Job's general notes page and these web sites+ MAX. SPACING 24.0' ALPINE+www.alpineitw.comi TPI'www,tpinstorgi SBCA'www.sbcindustry,orgi ICG www.iccsafe.orgax42 Gaole ie -7,a1R For Let-in Verticals Gable Truss Plate Sizes About © Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. 11 °Refer to Engineered truss design for peak, splice, web, and heel plates. '''. 1. © ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Gable © © , Lengthl O Example; 2X4ga typ. % 2X4 % 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member © lki iik Aid 11 11 © Toe-Hall - Or - J( End-nail III < © O To convert from 'L' to 'T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply 'T' increase by length (based on appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nnlls; 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, specie, and grade of the 'L' reinforcing member. R1,101 Sheathin• Toenalled Nails, 10d Common (0.148'x3',min) Toenails at 4' o.c, plus Web Length Increase w/ CT' Brace i 4 Nail �� l (4) toenails In the top and bottom chords. 'T' Reinf, 'T' 'T. This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Size Increase Reinforcing wind load. 2x4 30 --i- Member ASCE 7-05 Gable Detail Drawings Example 2x6 20 Gab A13015051014, A12015051014, 411015051014, 410015051014, A14015051014, ASCE 7 10 Wind Speed = 120 mph e 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 43 4. OC. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, 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 � l KM 01 Ceiling 4�It PROFFs� 0.5 �,�r,INF6.,�Q �0� ..VARNINGL.READ AND FOLLOW ALL NOTES ON THIS DRAWINGI �((,/ 83294PE 1 REF LET-IN VERT ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /. Trusses require extreme care In fabricating,handling,shipping,Installing and bracing, Refer to and n. follow the latest editionedmi gBCSI fHullding Component Safety Information,provide, TPI and SBCA)for safety - DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per HCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord DRWG GBLLETIN1014 shall have a properly attached rigid ceiling, Locations shown for permanent lateral restraint of webs 01/13/2017 �'�� I� (1 shall have bracing installed per HCSI sections B3,B7 or B10,as applicable, Apply plates to each face w /a I i I'li�\vIi I of truss and position as shown above and on the Joint Details,unless noted otherwise. OREGON U I Refer to drawings 160A-Z for standard plate positions. , w,�7 Alpine,n division of ITW Building Components Group Inc.shall not be esponsible for anyy deviation from 't Y 14,'`0 AN ITW COMPANY this drawing,any failure to build the truss In conformance with ANSI/TPI 1, or for hnndllrg,shipping, �el MAX, TOT, LD. 60 PSF Installation 6 bracing of trusse 'tee!,Tact A seal on this drawing or cover page listing this drawing,Indicates acceptanceof professional engineering responsibility solely for the design shown. The suitability and use of his drawing DUR. FAC. ANY for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. 13389 Lakefront Drive For more information see this Job's general notes page and these web sites Renewal 613012018 Earth City,M063046 ALPINE.www.alpineltw.comt TPD www,tpinst,orgl MA.www.sbcindustryorgl ICC www.Iccsafe,org MAX, SPACING 24.0' ASCE 7-10: 120 mph, 30' Mean Height, Closed, Exposure C Common Residential Gable End Wind Bracing Requirements - Stiffeners 120 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 100 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft, Mean Hgt, ASCE 7-10, Part, Enclosed, Exp C, H Greater than 4'6" to 7'6" in length Kzt = 1.00, Wind TC DL=5,0 psf, Wind BC DL=5,0 psf, provide a 2x6 stiffback at mid-height and brace stiffback to roof' diaphragm every 6'0' (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top: Continuous roof' sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6" to 12'0" Max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof' diaphragm every 4'0" (see detail below or 1111111111.- for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail, X Optional 2x L-reinforcement attached Nails: 10d box or gun (0.128"x3",min) nails, to stiffback with 10d box or gun (0.128" x 3", min.) nails @ 6" o.c, I X a X A iii I N :111111111111Nitt2X4Blocking nailed to ;�45° sheathing and 24.each truss (Typ111111r1P11111 _�' H M ® _l ®_ _®_I_I__ iib1tttt . MIIIIIIIMIIIIIIIIIIiirilln 2X4 DF-L #2 H/2 or better diagonal brace. Attach each end X iiii for 560# ■ ■ ■ ■ ■I I I I Ip. I U ■�■r:7■miiiiE ■ ontinuous Bearing , — 2x6 #2 Stiffback atta to Studcw/d(4) 10d each _so or gun (0,123" X 3", min.) nails, 4"‘ SS NFFSSS>O •eWARNINGIes READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ��w�w�� a �� ■ofFORTANTss FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. I� 83294PE 9_ REF GE WHALER Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and follow the latest edition of BCS1 (Building Component Safety Information, by TPI and SBCA) For safety �r 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 DRWG GABRST101014 shall have a properly attached rigid ceiling, Locations shown for permanent lateral restraint of webs 01/13/2017 C11 �L�) i\ fl I I shall have bracing installed per BCSI sections B3,B7 or B10,as applicable. Apply plates to each face /LJ ` II IIS\\V II of truss and position asshown above and on the Joint Details,unless noted otherwise, OREGON IJ �J I Refer to drawings 160A-2 for standard plate positions, /�,y/,�, AN ITW COMPANY Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from J this drawing, any failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, w 14,q0 Installation a bracing of trusse {/� MAX, TOT, LD, 60 PSF A seal on this drawing or cover page listing this drawing,indicates acceptance of professional `Yell Tar' engineering responsibility solely for the design shown. The suitability and use of this drawing 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Earth City,MO 63045 For more Information see this,Job's general notes page and these web sitesi Renewal 613W2018 MAX. SPACING ALPINE www.alpineltw.conl TPU www.tpinst.orgi SBCA,www.sbcindustry,orgi ICC,www.lccsafe.org w ' LR Rein - ing vember S , os Li Cation, orc on T-Reinforcernent This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf. is specified on a truss design but an alternative web L-Reinforcernent: or reinforcement method is desired, L-Reinf. ,e 4` Apply to either side of web narrow face, ,� Attach with 10d (0,128'x3,0°,min) nails , at 6' ac, 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 1-reinforcement or L-relnforecement or scab reinforcement, Alternative reinforcement specified in chart below may be conservative, MINI i` For minimum alternative reinforcement, re-run design with appropriate =11 r reinforcement type. T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement Scala 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. MI Attach with l0d (0128"x3.0",min) nails 2x6 1 row 2x4 1-2x6 at 6' o,c, Reinforcing member is a 2x6 2 rows 2x6 2-2x401() minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(31() Scab Reinf, T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, (310 I Center scab on wide face of web, Apply (1) scab to each face of web, I R • PR• _ _ wriIARNINGisw READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 9 C LL PSF REF CLR S u b s t. wwINPORTANTsw FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. e Trusses require extreme care in fabricating,handling,shipping,installing and bracing. C Refer fer tofand ef� C DL PSF DATE 10/01/14 pract the horst aped mi BCtI (Bullding ion. Int Safety Iall provide, a TPI and bracing y followices prior to di ion of g these lding Io mp Installers Inf rmation t y TPI an SBCA) per safety Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord :C DL PSF DRWG BRCLBSUB1014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 01/13�201� zg/1 [ro I'� 17 i • shall have bracing Installed per BCSI sections B3, B7 or BIO,as applicable. Apply plates to each face 4 II u of truss and position as shown above and on the Joint Details, unless noted otherwise. OREGON SC LL PSF 1 , Refer to drawings 160A-Z for standard plate positions, / L i AN ITW COMPANY Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from j �1 4 .arch a TOT. LB. PSF this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, Y ,e Q1 Installation I. bracing of trusse professional3$el!Tar -` A seal on this drawing or cover page listing this drawing.Indicates acceptance of - engineering responsibility solely for the design shown. The suitability and use of this drawing DUR. FAC. 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. Renewal 6/30/2018 Earth City,MO 63045 For more Information see this Job's general notes page and these web sites, SPACING ALPINES wwwalpineitwcomi TPI• www.tpinst,orgl SBCA,www.sbcindustry,orgl ICC!www.iccsafe.org Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ori 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace w (1) 2x4 'L' Brace w (2) 2x4 'L' Brace cc (1) 2x6 'L' Brace w (2) 2x6 'L' Brace No( 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 '� S P r #1 / #2 Standard #2 Stud #3 4' 7' 7' 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' #3 Stud #3 Standard O r Stud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' HF Standard 4' 7' 6' 7' 7' 0' 8' 10' 9' 5' 11' 5' 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pine*** QJ #1 5' 0' 8' 4' 8' 7' 9' 10' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' JStud Stud 5 P #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard Standard d #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' 11' 11' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 2' 6' 7' 8' 2' 8' 9' 11' 1' 11' 10' 12' 10' 13' 9' 14' 0' 14' 0' Group B: U #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 _{__) _ SPF F #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 l Btr L U H F Stud 5' 3' 9' 3' 9' 7' 10' 11' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 HF I I Standard 5' 3' 8' 1' 8' 7' 10' 10' 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' QJ o Dou•las Fir-Larch Southern Plnewww #1 5' 9' 9' 6' 9' 10' 11' 3' 11' 8' 13' 4' 13' 10' 14' 0' 14' 0' 14' 0' 14' 0' #1 5 P #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' iiiii2MMEI #2 #3 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' Q.1 D F L Stud 5' 5' 8' 6' 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). wwwFor 1x4 So. Pine use only Industrial 55 or Standard 5' 3' 7' 6' 8' 0' 10' 0' 10' 9' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards, Group B SPF #1 / #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. d r #3 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes: l_J U L 1 F Stud 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240, O f l 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). #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' d � 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. r-1 D I�r L Stud 5' 11' 9' 10' 10' 6' 12' 1' 12' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 9' 8' 8' 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Symm 17 Attach 'L' braces with l0d (0.128'x3.0' min) nails. About rt._ 11 able Truss " 11 I * )1( For (1) 'L' brace' space nails at 2' o,c. in 18' end zones and 4' o.c. between zones. 00 Diagonal brace option: �� **For '2) braces' space nailseate 3' o.c. e vertical length may be ! T w 11 In 18' end zones and 6' o.c between zones, doubled when diagonal 18' 3� i 'L' bracing must be a minimum of 80X of web brace is used. Connect r� a member length. diagonal brace for 335# 'L' + ,�,♦ Gable Vertical Plate Sizes at each end. Max web BrTEL______ total length is 14'. ��_ 31E 31E `' # Vertical Length No Splice 2x4 Less than 4' D' 1X4 or 2X3 better diagonal 'r Greater than 4' 0', but2X4 Vertical len tin shown / F-L *2or bracer singleless than 11' 6' In table above, or double cut 18' O OGreater than 11' 6" 3X 9 *(as shown) at / L_ + Refer to common truss design for upper end. III 4 I �a peak, splice, and heel plates. / / / / continuous Bearing IN Connect diagonal atIli P'O � Refer to the Building Designer for conditions midpoint of vertical web. m Refer to chart above for m. ' o- t wth, not addressed by this detail wwINPORTANTww FURNISHNeWARNINGIwil READ AND FOLLOW ALL NOTES EIN THIS THISS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS `y �/�G,N�'o�v/D.L REF ASCE7-10-GAB12015 Trusses require extreme care in fabricating,handling,shipping,Installing and bracing. Refer to and ,,,,C..0 83294PE follow the latest edition of BCSI(Building Component Safety Information,by TPI and for BCSI. W l DATE 10/01/14 practices prior to performing these functions, Installers shall provide temporary bracing per BCSI. 4C /" Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord DRWG A12015ENC101014 n, shall hove a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs I FI shall have bracing installed per BCSI sections B3,B7 or BIO,as applicable. Apply plates to each face /� itI ��-N .I of truss and position as shown above and on the Joint Details,unless noted otherwise.L. 01/13/2017 I Refer to drawings 160A-Z for standard plate positions. 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 conformance with ANSI/TPI 1,or for handling,shipping,AN TW COMPANY ihM C MAX, TOT, LD. 60 PSF installation d bracing of-trusses, f.Y 9�.20 A seal on this drawing or cover pa listing this drawing,indicates acceptance of professional 4/ engineering responsibility solely for the design shown. The suitability and use of this drawing G 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Dec.2. s$elr Tar t Earth City,MO 63045 For more information see this Job's general notes page and these web sites. MAX. SPACING 24.0' w. ALPINE. www.alpineitcoml TPI.www.tpinst.orgi SBCA.www,sbcindustry.orgl ICC, www,iccsafe.org Itemem.wl.x.,0/2010 -