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Plans (43) ✓v\,5"C 20 11_ 000 & g 0 q nr:AariVED Alpine, an ITW Company FEB 1 2017 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page I of 1 Document ID:1 VXF7175Z0413103125 CITY♦S Y V tl (4r " R D Nu�6 rte':; A-��1�5 +!"ti u_,.. r,,i Alii +; ,.0N Truss Fabricator: Truss Conponents of Oregon Job Identification: 0117068--PARR LUMBER-HILLSBORO -Biggi lot 3 OW Avery C -- VERIFY VERIFY, OR Model Code: I RC Truss Criteria: I RC2O12/TP I-2007(STD) a EO PROpk, Engineering Software: Alpine proprietary truss analysis software. Versions 15.01, Truss Design Loads: Roof - 42 PSF @ 1.15 Duration _xG IN Floor - N/A �r(/O 83294P 4 Wind - 120 MPH (ASCE 7-10-Closed) r' .. Notes: 1. Determination as to the suitability of these truss conponents for the OREGON structure is the responsibility of the building designer/engineer of 130 _ LY 14,20 QI record, as defined in ANSI/TPI 1. `S'S Tall gt 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR7175 R k , P 7P-0'2018 Details: 12030EC1-GBLLETIN-GABRSTIO-BRCLBSUB-12015EC1- 01/13/20 Subnitted by RTT 10:30:47 01-13-2017 Reviewer: BFR $ $ # Ref Description Drawing# Date 1 24495--AGE 17012112 01/12/17 2 24496--A 17012113 01/12/17 3 24497--A1 17012115 01/12/17 4 24498--B 17012120 01/12/17 5 24499-41 17013027 01/13/17 6 24500--B2 17013028 01/13/17 7 24501--HGE 17013029 01/13/17 8 24502--H 17013030 01/13/17 9 24503--DGE 17013031 01/13/17 10 24504--D 17012119 01/12/17 11 24505--DI 17012111 01/12/17 12 24506--DG 17012117 01/12/17 13 24507--CGE 17013032 01/13/17 14 24508--EGE 17013033 01/13/17 15 24509--E 17012114 01/12/17 16 24510--EG 17013034 01/13/17 17 24511--FGE 17013035 01/13/17 18 24512--F 17012110 01/12/17 19 24513--GGE 17013036 01/13/17 20 24514--G 17012116 01/12/17 21 24515--I 17012118 01/12/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0117068--PARR LUMBER-HILLSBORO -Biggi lot 3 OW Avery C -- VERIFY VERIFY, OR - AGE ) Top chord 2x4 DF-L #1&Bet.(g) :T2, T3 2x4 DF-L #2(g): 120 mph wind, 23.87 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet.(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. :M9, M10, M16, M17 2x4 DF-L #2(g): :M11, M12, M13, M14, M15 2x4 DF-L #1&Bet.(g): Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF cladding on one face, and 24.0" span on opposite face. Top chord may See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind be notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. bracing requirements. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. Provide lateral wind bracing per ITWBCG wind bracing details or per engineer of record. 2X3 studs require reinforcement at 70% of the (a) #3 or better scab brace. Same size & 80% length of web member. length tabulated for 2X4 studs of the same grade. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. 5X5= Bottom chord checked for 10.00 psf non-concurrent bottom Deflection meets L/360 live and L/240 total load. Creep increase _ chord live load applied per IRC-12 section 301.5. 1 factor for dead load is 2.00. ' T2 i I Y T3 % : Y 5X5% � � � ; 1 , 5X5 i 4I 1' 1111111 111 " 12-4-7 —1 8 ..A 11111111 1 ill1111111111j6k.„ 018-0-0 I► 3X5(61)------ 5X5= 3X5(B1) 1-6-0 L- 18-0-0 J_ 18-0-0 J 1 36-0-0 Over Continuous Support R=131 PLF U=4 PLF W=36-0-0 RL=7/-7 PLF Note: All Plates Are 1 .5X4 Except As Shown. piOF Design Crit: IRC2012/TPI-2007(STD) 0�� ,S PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .V-.0 z•1,1lI , OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 •* ...WARNING!** REM AND FOLLOW ALL NOTES ON THIS DRAWING! Ca' 41 TC LL 25.0 PS F I� 1 IEPoRTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0117068--PARR LUMBER-HILLSBORO -Biggi lot 3 OW Avery C -- VERIFY VERIFY, OR - A ) Top chord 2x4 DF-L #1&Bet.(g) :T2 2x4 DF-L #2(g): 120 mph wind, 23.87 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet.(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L #2(g) :W1, W2, W8 2x4 DF-L Std/Stud(g): DL=4.2 psf. :W5 2x4 DF-L #1&Bet.(g): Wind loads and reactions based on MWFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction design. factors. (a) Continuous lateral restraint equally spaced on member. Left end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE 4X5= [ 0] W3X5 S 1.25 8 ,— ei 3x5. 3x5 3X5�� 3X5[0] A-i 1 .5X4// 12-4-7 T 4-6-10 W1 _L 0 JummommmumommommumnimiTionimimmummimem-- wiTm• mg.!Isis ., 18-0-0 _L 1 .5X4111 3X5= 5X7- 3X5= 4X5(A2)- 1-6-0 H'2-11-35- 6 _I_8-9-95-10-6 L 5-10-8-9-9 6 _1_. 7 5-10-6 _ _ 6-3-4 6-3-4 L- 11-8-12 ._j` 18-0-0 J F - - 29-8-12 Over 2 Supports Dd R=1299 U=86 R=1437 U=87 W=5.5" RL=177/-201 Design Crit: IRC2012/TPI-2007(STD) .0 P- tS' PLT TYP, Wave FT/RT=2%(0%)/4(0) 15,01 ,+1 Erts OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon 503)357-2118 ""WARNING!"" REM]AND FOLLOW ALL NOTES ON THIS DRAWING! 4 k- 'Z��TC LL 25.0 PSF REF R7175- 24496 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 follow the latest edition of BCSI (Building Component Safety Information, by TPI and PITCH) for safety practices prior �f~ ,. _ '.a`• "�.DL 10.0 PSF DATE 01/12/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, a ',_....---- 001111166k, _ -".- _.___ top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ,�,;T rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI BC DL 7.0 PSF DRW CAUSR7 1 7 5 17012113 Ta sections 63, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 0 1/1 3/20 1 7 A i [F01-] i ; tAh Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate petition=. BC LL 0.0 PSF CA-ENG CWC/CWC pine, a division of ITW Building Components Group Inc. shall not be responsible for any tleviacion from this OREGON drawing, anyfailure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation&bracing of trusses, 13 vo O TOT.LD. 42.0 PSF SEQN- 311608 4 A seal on this drawing or cover page listing this drawing, Indicates acceptance of profeselonel engineering LY 14,20 reeponalblllty solely for the design shown. The suitability end use of this drawing for any structure Is the *sell � 4t D U R.FAC. 1 .15 F ROM BB 8351 Rov via Circle responalellity of the Building Designer per ANSI/TPI 1 Sec.2. a li T a n Sacramento,CA95828 For more information zee this job's general notes page and these web sites: SPACING 24.0" JREF- 1VXF7175Z04 ALPINE: www.alpineitw.com: TPI: www.tptpinttstorg; PITCH: www.sbcindustry.com; ICC: www.iccsafe.org Renewal 6130/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0117068--PARR LUMBER-HILLSBORO -Biggi lot 3 OW Avery C -- VERIFY VERIFY, OR - Al ) Top chord 2x4 DF-L #1&Bet.(g) :T2, T3 2x4 DF-L #2(g): 120 mph wind, 23.76 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet.(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L #2(g) :W1, W7 2x4 DF-L Std/Stud(g): DL=4.2 psf. :W4 2x4 DF-L #1&Bet.(g : Wind loads and reactions based on MWFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction design. . factors. (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 2.00. 5X5= r A, 3X5�i 3X5 3X5 T 3X5 0. • � .. 1 .5X4 s1 .5X4� /1\, lopp 12-4-7 Alti " 8 18-o-a 001/ 3X5= 6X8= 3X5= 1.0 5X5(A2)= 5X5(A2) 1-10-0 1-6-0 6-3-4 5-10-6 5-10-6 5-10-6 _ .. 5-10-6 _l— 6-3-4 J 9-2-7 8-9-9 8-9-9 --1- 9-2-7 l L- 18-0-0 ,J_. 18-0-0 -J 36-0-0 Over 2 Supports R=1730 U=68 W=5.5" R=1702 U=65 W=5.5" RL=251/-253 Design Crit: I RC2012/TPI-2007(STD) �'�Ep P1OF�S PLT TYP. Wave FT/RT=2°x(0%)/4(0) 15.01 .►f O sJF 4% OR/-/1/-/-/R/- Scale =.1875"/Ft. _ Truss Components of Oregon (503AN)357-2118 °'WARNINGI°• READ AFOLLOW ALL NOTES ON THIS DRAWING! 0 � TC LL 25.0 PSF REF R7175— 24497 825 N 4th Ave,Cornehus OR 97 13 O*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 '°' the latest edition of BCS! (Building Component Safety Information, by TPI and WTCA) for safety practices prior _ .„,,,y.w ...-. . - " -`-T-e*DL 10.0 PSF DATE 01/12/17 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 ,d:*�iv BC DL 7 0 PSF DRYS CAUSR7175 17012115 II�7I� I1 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS! e"' A I' LJ�� T! sections 63, B7 or 810. as applicable. Apply plates to each face of truss and position as shown above nod on 01/13/2017 ( tho Joint Details, unless noted otherwise. Refer to drawings 160A-Z for stantlartl Plato pasitinns. BC LL 0.0 PSF CA-ENG CWC/CWC I Alpine a division of ITW Building Components Group Inc. shall 0A: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, C TOT.L D. 4 2.0 PSF AN ITWCOMR4NY installation&bracingof tresses. v.t, SEQN- 311606 • A seal on tEl drawing or cover page listing this drawing. Indicates acceptance of professional engineering LY 14,20- Y/ responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the 11 A, --��h Cr DU R.F'AC. 1 .15 FROM BB 8351 Rova!1a Circle responsibility of the Building Designer per ANSI/Tpl 1 see,2. well Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: SPACING 24.0" JREF- 1VXF7175Z04 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. ( 0117068--PARR LUMBER-HILLSBORO -Biggi lot 3 OW Avery C -- VERIFY VERIFY, OR - B ) Top chord 2x4 DF-L #1&Bet.(g) :T2, T3 2x4 DF-L #2(g): 120 mph wind, 23,76 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) :B1, B3 2x4 DF-L #1&Bet.(g): anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :W2, W3, W7, W11 2x4 DF-L #2(g): DL=4.2 psf. :W4, W6 2x4 DF-L #1&Bet.(g): Wind loads and reactions based on MWFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction design. factors. (a) Continuous lateral restraint equally spaced on member. Laterally brace bottom chord above filler with purlins at 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 2.00. 6X8= 61 7 3X5�i 1 .5X4111 3X5 T3X5 W6 W4 3X5�� 1.5X4��� 12-4-7 41 , 5X5(A2) 0-10-0 1111116:5�� ill. ..:IrwlI�'N'� B3 W11 �\ ►_ = ■■ 3X5= 18-0-0 ' B1 3X5= 6X8= 6X8 H05 14 5X4 III 2X4111 4.69 3X10' 1-10-0 1-6-0 -- ..... 6-3-49-2-7 .t_ 5-10 6 �_8-g -10-6 + 5535-8 r 5-0-8 -r 5-0-8 -5-8 Fc 18-0-0 23-5-8 'T` 10-1-0 —I- 2-5-8H F 36-0-0 Over 2 Supports H R=1722 U=67 W=5.5" R=1710 U=64 W=5.5" RL=251/-253 Design Crit: IRC2012/TPI-2007(STD) 1jop PRO��' PLT TYP. 20 Gauge HS,Wave FT/RT=2%g(O%)/4(0) 15.01 .'4 ,2J�� S'' 1 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 ...WARNING!** READ AND FOLLOB ALL ROTES ON THIS DRAGIIGI C./4. 'CI' TC LL 25.0 PSF REF R7175— 24498 825 N 4th Ave,Cornelius OR 97113 "I AS• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. f/ 83294PE Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow _ - DL 10.0 PSF DATE 01/12/17 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, °' 1 _ to chord shall have properly attached structural sheath) and bottom chord shall have a properly attached .' ,> ... �l 3� 7 Odilkhk, p P P y `� P P y r"' BC DL 7 0 PSF DRW CAUSR7175 17012120 rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS rl T1 sections 63, B7 or B10. as applicable. Apply plates to each face or truss and position as shown above and on A�I O ' the Joint Details, unless noted otherwise. Refer to drawin s 160A-Z far-standard lata sltions. A IIL11 ) N ' g p pe BC LL 0.0 PSF CA-ENG CWC/CWC I r Alpine, a division of ITW Builtling Components Group Inc. shall not be responsible for any tleviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMP.NY Instal I >&bracing of trusses. TOT.LD. 42.0 PSF SEQN— 311658 . A seal on this drawing or cover page listing thio drawing, Indicates acceptance of profesolonol engineering `Z L(14,20� Q0 responsibility solely for the design shown. The suitability and use of this drawing for any structure is the 0,9 DU R.FAC. 1.15 F ROM BB 8351 Rosana Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2, en 0�ao Sacramento,CA 9828 For more Information see this Job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.lccsafe.org Renewal 61301201$ SPACING 2 4.0I, J REF- 1 VX F7 1 7 5 ZO 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117068--PARR LUMBER-HILLSBORO -Biggi lot 3 OW Avery C -- VERIFY VERIFY, OR - B1) Top chord 2x4 HF #2 120 mph wind, 23.87 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=6.0 psf, wind BC Webs 2x4 HF #2 :W4, W7, W8, W9 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. Laterally brace bottom chord above filler with purlins at 24" 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. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [22] W4X5 1.18 R 1.50 6X8(R) III 1 .5X4111 8 r 3X5�i 3X5�� I Ilk\ 110*.NNisN\N3X5I (a) 12-4-7 —1 8 7-6-105 W8 0-10-0 W94X5[22]W4 •_��:� :i3X5= 4.69 —� 4r, 18-0-0 1 .5X4 III 3X7= 6X8= 4X8= 2X4 III 1 .5X4 III 1-6-0 7-2-12 5-3-12 5-2-4 5-2-4 -3-1 • 7-2-12 5-5-8 5-0-8 5-0-8 2-5-8 7-2-12 18-0-0 _ 12-8-4 10-1-0 2-5-8 F 25-2-12 Over 2 Supports R=1091 U=90 R=1248 U=56 W=5.5" RL=140/-195 Design Crit: I RC2012/TPI-2007(STD) Acs°��o�"0 PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .P,4., ,_ `, 6'r= OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon 503)357-2118 °•CARNINGI•• READ AND FOLLO!r ALL ROTES ON THIS DRADING! �b \ TC LL 25.0 PSF REF R7175- 24499 pp ( •OItPORTANT• FURNISH THIS DRAl71 NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 1 825 N 4di Ave,Cornelius OR 97113 83294PE 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 prior _ -,, -�-9--�- DL 10 0 PSF DATE 01/13/17 to performing those functions. (ached ersstructural shall provide temporary bracing per BCSI. Unlesspr noted attached sc. } D L 7 0 PSF DRW top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ^� , �' 1 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS '"- "� BCCAUSR7175 17013027 rl T1 sections 63, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on 01/13/2017 AII [FIN N I i the Joint Details, unless noted otherwise. Refer to drawings 160A-Z Far standard plate positions. 1 201 IIIU I Alpine, a den of ITW Bul(ding�empeneet>Group Ic. shall net be responsible far any dtien from tnis 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. y_\ S TOT.LD. 42.0 PSF SEQN- 89580 . A seal on thio drawing or cover pogo listing tills droning. Indicates 0cceptenoe of profeoolonol engineering `4! \Y 14,2.- — responsibility solely for the design shown. The suitability and use of this drawing for any structure le the 4.� DU R.FAC 1 1 5 FROM BB 8351 Rovana Circle responsibility of the Bollalrg Dealgner per ANSI/TPI 1 Sec.z. e n Tats Sacramento,CA 95828 For more Information see this Jobs general notes page and these web sites: SPACING 24.0" J R E F- 1 VX F 7 1 7 5 Z0 4 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. (0117068--PARR LUMBER-HILLSBORO -Biggi lot 3 OW Avery C -- VERIFY VERIFY, OR - B2) Top chord 2x4 DF-L #2 :T3 2x4 DF-L #1&Bet. : 120 mph wind, 23.87 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2 :B2 2x4 DF-L #1&Bet. : anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L #2 :W3 2x4 DF-L #1&Bet. : DL=4.2 psf. :W6 2x4 DF-L Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member Left end vertical not exposed to wind pressure. design. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5(R1)0 4► $ n 3X5 3X5% 3X5 •. 1 .5X4 � 12-4-7 7-6-10 /#4 T3 W6 I :: _ 4, 18-0-0 1 1 .5X4111 5X7= B2 3X5= 3X5(81)_ 1-6-0 I4c 7-2-12 7-2-12 5-10-6 8-9-9_I_ 5-10-6 -I- 9-2- -3-4 L 7-2-12 J_ 18-0-0 _1 E 25-2-12 Over 2 Supports R=1100 U=91 R=1239 U=57 W=5.5" RL=140/-195 Design Crit: I RC2012/TPI-2007(STD) �R�F�4PLT TYP. Wave FT/RT=2g%(0°%)/4(0) 16.01 . et , t sJ, „� r4� OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Com onentsofOre on 503 357-2118 a'VARNINGI••READ AIn FOLLOV ALL NOTES ON THIS°RAVING! REF R7175- 24500 p 8 ••IEPORTANT FURNISH THIS°RAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. `A TC LL 25.0 PSF825 N 4th Ave,Cornelius O1�97113 83294PETrusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow (//4-#0 ' �' j� the latest edition of BCS! (Building Component Safety Information, by TPI and WTCA) for safety practices prior ,>.,, -- ."__..I. lie'D L 10.0 PSF DATE 01/13/17 to performing these functions. Installers shall provide temporary bracing per BCS'. Unless noted otherwise, ^ 4 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ., BC DL 7.0 PSF DRW CAUSR7175 17013028 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BC51 1 01/13/2017 Ta sections B3, 67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on ,4L_FD N1 the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITN 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 far handling, shipping, AN ITW COMPANY installation&bracing of tresses. 114,14,201:0rye' TOT.LD. 42.0 PSF SEQN- 89582 A Deal on this drawing or cover listing thole drawl �q �/ pogo n9 ng, indicates ooeoptenco of professional ongineering �A responsibility solely for the design shown. The suitability end use of this drawing for any structure la the men.p a 1 tlJ\ DU R.FAC. 1 .1 5 FROM BB 8351 RovaiTa Circle responsibility of the Building Designer per ANSI/TPI 1 Seo.2. Tail iii:JJJY Sacramento,CA 93828 For more information zee this Job's general notes page and these web sites: SPACING 24.0" JREF- 1VXF7175Z04 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. (0117068--PARR LUMBER-HILLSBORO -Biggi lot 3 OW Avery C -- VERIFY VERIFY, OR - HGE) Top chord 2x4 DF-L 2400f-2.OE 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=6.0 psf, wind BC Webs 2x3 HF #2 :W1, W3, W5 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.DO 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, [ 4] W3X5 S 3.00 Ce=1.10, CAT II & Pf=21.17 psf. [42] W3X5 S 3.00 ii: 4X517-=- ea T li 5 r iI —I 5 5-3-15 3X5% 3X5 1111111111 I -� 1-0-4 .�� '/. 1-0-4 W1• _ /. w. — / WS 9-0-0 _L 3X5[4] III 3X5= 3 3X5[42] III -2-10-8- 3X5= '2-10-8- 10-4-0 _ 10-4-0 _a 9'�1 � 9-6-3 9-6-3 �9"13 L- 10-4-0 10-4-0 J 1 20-8-0 Over 2 Supports R=129 PLF U=2 PLF W=14-0-0 R=155 PLF U=10 PLF W=6-8-0 RL=7/-7 PLF Note: All Plates Are 1 .5X4 Except As Shown. c PRO p PLT TYP. Wave Design Crit: I RFT/RT 2%(10%)/4(O} D) 16.01 .►t A. I�,: ; -, LS' c, � OR/-/1/-/-/R/- Scale =.25'/Ft. _ Truss Components of Oregon 503)357-2118 ••GIARNIPMI.O HEAD AND FOLLOW ALL NOTES ON THIS DRAGING! 4 4 TC LL 25.0 PSF p ( ••ItPORTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83 294PE REF R7175- 2 4 50 1 825 N 4th Ave,Cornelius OR 9711 F Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and followr.F the latest edition of BCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior ,..., .- - } 1. --II DL 10.0 PSF DATE 01/13/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, _ - ,01164 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 BCSI BC DL 7.0 PSF DRW CAU SR7 1 7 5 17013029 ('I Ta sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 01/13/2017 A I- O U A I I the Joint Details, unless noted otherwise. Refer to drawings 1,60A-Z for standard plate positions. fu- I \�J' OREGON /BC LL 0.0 PSF CA-ENG BFR/RTT l Alpine, a division of ITW 8uiltling 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, AN ITW COMPANY installation&bracing of tresses. (1,�y�$ xeP 4 TOT.LD. 42.0 PSF SEQN- 89609 A soul on thlo drawing or cover page I Hating this drawing. Indiootoo acceptance of profesolonol engineering responsibility solely for the design shown. The suitability end use of this drawing for eny structure is the 6*$e 18 Tan CI, DUR.FAC. 1 .15 FROM B B 8351 Rovmla Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more Information zee this,Job's general notes page and these web sites: SPACING 24.0" J REF- 1 VX F 7 1 7 5 Z0 4 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. (0117068--PARR LUMBER-HILLSBORO -Biggi lot 3 OW Avery C -- VERIFY VERIFY, OR - H) Top chord 2x4 DF-L #1&Bet. 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=6.0 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 [17] W3X5 1.25 R 2.75 4X5= LI 3X5 3X5 iiii 5-3-15 1 .5X41115 —' 1 .5X4111 _L _L 1-0-4 '..- e �, 9-0-0 1-0-4 T 31 3X5 3X7------- = 3X5(R)[3] III 3X5(R)[17] HI 1. ---2-10-8- -2-10-8- 5-2-0 5-2-0 5-2-0 5-2-0 10-4-0 10-4-0 L- 10-4-0 10-4-0 J k 20-8-0 Over 2 Supports R=1104 W=5.5" R=1104 W=5.5" RL=89/-89 Rip PROP-k Design Crit: IRC2012/TPI-2007(STD) S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .►d�7 C `s/. OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 "MIARNINGI°•READ AND FOLLOW'ALL NOTES ON THIS DRAWING! �� liTC LL 25.0 PSF REF R7175- 24502 825 N 4th Ave,Cornelus OR 97113 '•IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE Trusses re ire extreme care in fabricatin handlin shl install) and bracin Refer to and follow .. 9u 9, 9 shipping, ] 9 _ the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior ,,.,s "' .,/''' _ - — — TC'DL 10.0 PSF DATE 01/13/17 to performing these functions. Installers shall provide temporary bracing per BCSI. nless noted otherwise, _ -__- Cop 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 BCSI BC DL 7.0 PSF DRW CAUSR7175 17013030 f7 1 sections 63, B7 or B10, as applicable, mApply plates to each face of truss and position as shown above and o 01/13/2017 ,4 II 1 O I i tho Joint Octails, unless noted othorwlsc. Refer to drawings 16OA-Z for standard plate positions. n II IILII , OREGON BC LL 0.0 PSF CA-ENG BFR/RTT I Alpine, a tllvision of ITW BuIldl ng Components Group Inc. snail 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, AN ITW COMPANY installation&bracing of trusses. "4/1r14,26 aq� TOT.LD. 42.0 PSF S EQN- 89601 goA opo) on they drawing or cheer page slowing Thea Crewing. Indicates of this of professional ay s ucturengineais t &S P�� �, t• OUR.FAC. 1 1 5 FROM BB reaparolblllty solely for the design shown. The suitability and use of tole Crewing for any structure la the 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites; SPACING 24.0" JREF- 1VXF7175Z04 ALPINE: www.alpineltw.com: TPI: www.tpinst.org; WI-CA: www.sbcindustry.com; ICC: www.icesafe.org Renewal 6/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117068--PARR LUMBER-HILLSBORO -Biggi lot 3 OW Avery C -- VERIFY VERIFY, OR - DGE) Top chord 2x4 DF-L #1&Bet. :T2 2x6 HF #2: 120 mph wind, 21,94 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :W1 2x4 DF-L Std/Stud: 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 Al2O30ENC1O1014, 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. 4X5= 'ri 7- 3X7 10 8-8-13 i 4X8(R) III 5L— 1 illi y 5 it ' •• 18-0-0 _L 3X5(F1)' 3X5= 2X4(81) (0) 11-6-0 11-2-12 -.11-6-d 7-2-0 _� 12-10-0 J 10-0-0 4-8-11 5-3-5 7-2-0 6-8-8 6-1-8 20-0-0 Over 2 Supports a R=1018 U=3 W=5.5" R=259 PLF U=12 PLF W=6-1-8 RL=221/-221 Note: All Plates Are 1 .5X4 Except As Shown. Its°PROp . Design Crit: IRC2012/TPI-2007(STD) •t� S4, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .x; $ �� OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 *.IxaRN1NGf•^ READ AND FOLLOW ALL NOTES ON THIS DRAWING! ef 83294PE TC LL 25.0 PSF K 3 ••1lPORTANr°• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 825 N 4th Ave,Cornelius 0 9711 R7�� REF 175- 24503 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow --"'°'- the latest edition of BCSI (Build) Component Safer Information, b TEl and WTCA for safer ties for ;� `:__-------..-- - C DL 10.0 PSF DATE 01/13/17 ng ponen v v ) v practices pr to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, - ....v"..-. :- top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 1 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI 1 DL 7.0 PSF DRW CAUSR7175 17013031 TO sections B3, 67 or B10, as applicable. Apply plates to oath face of truss and position as shown above and on \ O1/13/2017,4 II--ILS Nthe Joint Details, unless noted otherwise, Refer to drawl s 16DA-Z for standartl late sitions.' "� P OREGON IC C LL 0.0 PSF CA-ENG BFR/RTT I Alpine, a division of ITW Building Components Group Inc. shell 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, "10C�N� AN ITWCOMR4NY installation bracing of trusses. `Ztr 14,2a� �0 TOT.LD. 42.0 PSF SEQN- 89595 A seal on this drawing or cover pogo slating thio drawinsuitability lndlaotee of this of profeoolonol enginestructure °%9 e T a o}31 DU R.FAC. 1 .15 FROM BB responsibility solely for the design shown. The aul tablllty end use of tea drawing for any structure is the 18 !`1 8351 ROVa 1a Circle responsleil lty of the Sulldlrg Designer per ANSI/TPI 1 Sec.2. _ ____ Sacramento,CA95828 For more information see this,fob's general notes page and these web sites: Renewal 6/30/2018 SPACING 24.011 JREF- 1VXF7175Z04 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. ( 0117068--PARR LUMBER-HILLSBORO -Biggi lot 3 OW Avery C -- VERIFY VERIFY, OR - D ) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 21.94 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :W3 2x4 DF-L #2(g): DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 2.00. 5X5(R) III 1 .5)(411411111.5X4 Ili .5X4�/�11 11 11 II 8-8-13 �10 � ��il X10 4X8(R) III 5 I-- 0-4-13 0-4-13 i_ 10 5 Ir PM LN 18-0-0 1 T .,. 4.X5(R) m - T 3X5(F1) - 3X5(B1) L1-6-9J �1-6-01 �[ 5-0-0-2-0 _I_ 1-0-0 ~16-8-8 5-0-0 7_ —i— 6-1-8 5-0-0 „ 10-0-0 _ 10-0-0 7-2-0 I` 6-8-8 �I' 6-1-8 20-0-0 Over 2 Supports R=1032 U=29 W=5.5" R=1029 U=30 W=5.5" RL=197/-197 so PROpDesign Crit: IRC2012/TPI-2007(STD) S', PLT TYP. Wave FT/RT=2%(O%)/4(0) 15.01 (7„ �F� O OR/-/1/-/-/R/- Scale =.275“/Ft. Truss Components of Oregon (503)357-2118 ..CARMINGI°° REM AHD FOLLOCI ALL NOTES ON THIS DRAWING! �� 83294PE - TC LL 25.0 PSF R ,, 825 N 4th Ave,Cornelius 0 97113 0°IIPORTANT” FURNISH THIS DRAOIND TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �, REF R7175- 24504 Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow r _ the latest edition of BCS1 (Building Component Safety Information, by TPI and WTCA) for safety practices prior :/�''° .._-- - I 1 C DL 10.0 PSF DATE 01/12/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, I- ,w,..-,,,,,,,,,,.'-� '`_. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid coiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 01/13/2017 )I :C DL 7.0 PSF DRW CAUSR7175 17012119 T. sections 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and o V 1 1 J L 1/ / ILI `{Fr N I the Joint Details, unless ested otherwise. Refer to drawl gs 160A-Z for standartl plata positions. n OREGON / BC L L 0.0 PSF CA-ENG RTT/GWH I Alpine, a division of ITW Building Components Group Inc. shall not ce responsible far any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Installation&bracing of trusses. c `ZLY 14.20-° e TOT.LD. 42.0 PSF SEQN- 309998 A seal on this drawing or cover pogo listing thio drawing, indicate°acceptance of profesolonol engineering I0 IIe1I fir+ Up�� responsibility solely for the design shown. The suitability and use of this drawing for any structure le the a�e n pl e�J DU R.FAC. 1 .15 FROMpp BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/TP1 1 Sec.z. Y V Sacramento,CA 95828 For more Information see this job'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 Z0 4 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. ( 0117068--PARR LUMBER-HILLSBORO -Biggi lot 3 OW Avery C -- VERIFY VERIFY, OR - D1 ) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 22.57 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :W3 2x4 DF-L #2(g): DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 2.00. 5X5(R) III /,\ 10 14111h:0 1 .5X4 1 .5X4/// 1 8-8-13 111/ 4X8(R) Ill 0-4-13 li 0-6-8IIff,I 5 IILM `� 18-0-0 i 4X5(R) III 3X5(�1) 4X5(F3) � ,- 11-6 -I-, -s-I _ -s-I 7-0-0 6-8-8 6-1-8 9-10-0 J_ 10-0-0 7-0-0 —T` 6-8-8 'T— 6-1-8 19-10-0 Over 2 Supports > R=899 U=23 W=3.5" R=903 U=25 W=5.5" RL=151/-152 4�QPROp, Design Crit: IRC2012/TPI-2007(STD) ,PSG �'\ PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .eA, ,.Q�����Q• OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon 503)357-2118 **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! " REF R7175- 24505 p �^ '•IkPORTANT'O FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE \ TC L L 2 5,0 PSF 825 N 4th Ave,Comehus 0 9711 Trusses re extreme care in fabricatin handling. shipping, installing and bracing. Refer to and follow „,re PP n, 9 g. .+•'" DL 10.0 PSF DATE 01/12/17 the latest edition of BC51 (Building Component Safety Information, by TPI and MCA) for safety practices prior .. - 1 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, r,S°a.- top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ,.•,, I �'` 'p1 ,00164 rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 7 7 ) •C DL 7.0 PSF D RYY CAUSR7 1 7 5 17012111 Tr sections B3, 67 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 011 3r/20 1 7 /j ^n iFi� I the gyne, Details, unless of IT noted otherwise. Refer to drawings 760A-Z for standard plate any deviation OREGON / BC LL 0.0 PSF CA-ENG RTT/GWH A LIQ I Alpine, a division of ITW Building Components Group Inc. shall not responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or far handling, shipping, AN ITWCOMReNY installation a bracing of tresses. "Z�v�a,aoo� TOT.LD. 42.0 PSF SEAN- 310000 A seal on this drawing or cover pogo 'lifting this drawing, Indicates a0oeptaneo of professional engineering �_i1 ct i -- _ p p _ responsibility solely for the design shorn. The suitability end use of this drawing for cry structure le the �P&f�fil d1� DU R.FAC. 1 .15 FROM DQ 8351 Rovana Circle reeponsibillty of the Building Designer per ANSI/TPI 1 Sec.2, W Sacramento,CA 95828 For more Information see this Jab's general notes page and these web sites: ALPINE: www.alpineltw.com; TP1: www.tpinst.org; WTCA; www.sbcindustry.com; ICC: www.iccsafe.org Renewal 6/30/2018 SPACING 24.0" J R E F- 1 VX F7 1 7 5 ZO 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0117068--PARR LUMBER-HILLSBORO -Biggi lot 3 OW Avery C -- VERIFY VERIFY, OR - DG ) BotTop chord 2x6 DF-L 2400f-2.OE chord 2x4 DF-L 2 iL UUU L L U L TRUSSES G°3LQM U RIE oD 1 2 Webs 2x4 DF-L Std/Stud(g) :W3 2x4 DF-L #2(g): Nail Schedule:0.120"x3", min. nails :Lt Slider 2x4 DF-L Std/Stud(g): BLOCK LENGTH = 1.500' Top Chord: 1 Row iP12.00" o.c. :Rt Slider 2x4 DF-L Std/Stud(g): BLOCK LENGTH = 1,500' Bot Chord: 2 Rows @ 4.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c. Connectors in green lumber (g) designed using NDS/TPI reduction Use equal spacing between rows and stagger nails factors. in each row to avoid splitting. 4" o.c. spacing of nails perpendicular and parallel to Special loads grain required in area over bearings greater than 4" (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) TC- From 76 plf at 0.00 to 76 plf at 9.83 120 mph wind, 22.57 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 76 plf at 9.83 to 76 plf at 19.83 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 7 plf at 0.00 to 7 plf at 19.83 DL=4.2 psf. BC- 1298.60 lb Conc. Load at 1.90, 3.90, 5.90, 7.90 9.90,11.90,13.90,15.90,17.90 Wind loads and reactions based on MFRS. Deflection meets L/360 live and L/240 total load. Creep increase 4X8(R) HI JT PLATE LATERAL CHORD factor for dead load is 2.00. No SIZE SHIFT BITE A [ 7] W3X7 S 4.25 [ 8] W4X5 3.25 L 1.25 [12] W6X8 S 2.75 [13] W4X5 3.50 R 1.25 [14] W3X7 S 4.25 4X5[8]i 4X5[13] 10 4-• 4 8-8-13 X10 3X5�i 3X5�� 8X8(C5)= 2X4(BP) -J-- %1 ■ I■m ■ �\\ 0-6-8 �!IllIll ■ ■ =h „ 18-0-0 3X7[7] Ill 6X8[12]= 3X7[14] III 3X5(C5)= 3X5(C5) 8X8(C5) [` 5-1-2 4-8-14 4-8-14 + 5-3-2 9-10-0 10-0-0 19-10-0 Over 2 Supports >1 R=6680 U=494 W=3.5" R=6654 U=492 W=5.5" OIL PRAt" Design Crit: IRC2012/TPI-2007(STD) ,4� PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .15.O1 .Ø. ,.C2PF . `�®�� OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon 503)357-2118 sMARb I°' READ AND FOLLOn ALL NOTES ON THIS DRADINC! 83294PE S TC LL 25.0 PSF REF R7175- 24506 825 N 4th Ave,Cornelius OR 97113 '°IRT " FURNISH THIS DRAGINCr TO ALL CONTRACTORS INCLUDING ( '/ THE INsrALLERS. A' 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 RICA) for y practices pr a e DL 10.0 PSF DATE 01/12/17 safety racticc. for -- to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, ,> ,..- x --ddilliblh .. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached C D L 7 0 PSF DRW CAUSR7 1 7 5 17012117 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI y\ 01/13/2017 e f7 to sections 63, B7 or B10, as applicable. Apply plates to each face or truss and position as shown above and on ,4 11 t O I l i the Joint Details, unless noted otherwise. Refer to drawings 160A-Z Por standard plate positions. I`I Iu' ' \`J' OREGON BC LL 0.0 PSF CA-ENG CWC/CWC I Alpine, a tllvlsion of ITW Building Components Group Inc. shall not be responsible for any deviation Prom this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMa4r,Y instal lotion bracing of trusses. `ZLY 14,200` A.0 TOT.LD. 42.0 PSF SEQN- 311644 A seal on this drawisolely or Dover pogo Hating thio drawing. Indicates of thio do of prolsosionol engineering �.�� ,Q .� DU R.FAC. 1 .15 FROM BB responsibility solely for the design shorn. The suitability end use of this droving for any structure Is the Tan 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Seo.2. Sacramento,CA 95828 For morn Information see this Job's general notes page and these web sites: II ALPINE: www.alpineitw.com; TPI: www.tpinst.org;WTCA: www.sbcindustry,com; ICC: www.lcesafe.org Renewal 6/30!20'18 SPACING 24.0 J REF- 1 VX F 7 1 7 5 Z04 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117068--PARR LUMBER-HILLSBORO -Biggi tot 3 OW Avery C -- VERIFY VERIFY, OR - CGE) Top chord 2x4 DF-L #1&Bet. 120 mph wind, 20.76 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 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 4X5------. 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. 1 i i U i mai18-0-0 Ir ,AlIhk\ B1)= 2X4(B L1-6-0t1-6-0 -i 7-2-0 .1_ 7-2-0 ,J I< 14-4-0 Over Continuous Support >+ R=134 PLF U=1O PLF W=14-4-0 RL=12/-12 PLF Note: All Plates Are 1 .5X4 Except As Shown. DEQ PROF. �� Design Crit: IRC2012/TPI-2007(STD) `9 PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 ."t O .i3A N E i0 OR/-/1/-/-/R/- Scale =.375"/Ft. **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF R7175- 24507 Truss Components Ave, oeliu Oregon (503)357-2118711 ..I RT .. FURNISH THIS DRAWING TO ALL CONTRACTORS INGLIAING THE INSTALLERS. 83294PE TC LL 25.0 PSF dil 825 N 4th Ae,Cornelius OR 97113 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow � �^• ,0000,-'':',,, , DL 10.0 PSF DATE 01/13/17 the latest edition of BCSI (Building Component Safety Information, by TPI and wiCA) for safety practices prior - �. --' to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, d'- top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ' ,.. .s-� rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 01/13/2017 eC DL 7.0 PSF DRW CAUSR7175 17013032 I/ Ta sections 83, 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on ,4 1 ; he /Dint Details. unless noted otherwise. Refer to drawings,BDA_Z fen standard plate pasitiens. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT I Alpine, a dion of ITW Building Components Group Inc. shell 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, AN ITW COMPANY installation&bracing of trusses. 4 '14114,24/CP �0 TOT.LD. 42.0 PSF SEQN- 89592 A Deal on this drawing or cover peps listing this drawIng. Indicates acceptance of professional engineering S responsibility solely for the design shown. The suitability aro use of this drawing for any structure Is the S et, a D U R.FAC. 1 .15 FROM BB 835!Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more Information see this Job'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 Z04 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. (0117068--PARR LUMBER-HILLSBORO -Biggi lot 3 OW Avery C -- VERIFY VERIFY, OR - EGE) Top chord 2x4 DF-L #2 120 mph wind, 20.07 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 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. 4X5= I\ I 10 j10 4-11-13 ii AIdI ■ . ■ ■■ ■ ■ ■ ■ Km �:, 18-0-0 / 2X4(B1)= 2X4(B1) L1-6-0 .1 L1-6-0 .1 5-6-0 5-6-0 11-0-0 Over Continuous Support >1 R=137 PLF U=22 PLF W=11-O-0 RL=13/-13 PLF Note: All Plates Are 1 .5X4 Except As Shown. p PR Design Crit: IRC2012/TPI-2007(STD) �s PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .' v GiN e- '>0 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components ofOre=on (503)357-2118 °091ARNl RNI H READ AND FOLLOW ALL NOTES ON THIS Gt ` REF R7175- 24508 "IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C? N(,� N`41 TC L L 2 5.0 PSF 825 N 4 1 Ave,Cornelius O 9711 83294PE17 Trusses require extreme caro in fabricating, handling, shipping, installing and bracing. Refer to and follow "` T4 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 SCSI. Unless noted otherwise, _ _..... _ Algghlkk top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached _ u,•• ,�," BC D L 7 0 PSF rigid coi I ing. Locations snows for permanent lateral restraint of webs seal I havo bracing Instal led per BCS' �, ,,,a.- T. DRW CAUSR7175 17013033 ��I17I T10 ections B3, 67 or B10, as applicable. Apply plates to each face oP truss and position as shown above and on O lel J>/20 I/ ,4 — f I 1 tho Joint Details, unless noted otherwise Refer to drawings 60A-Z for standard plate positions. -' `V1 )BC LL 0.0 PSF CA-ENG BFR/RTT l I Alpine, a division of ITW Building Components Group Inc. shall not bo responsible for any deviation from this O R EG O drawing, anyfailure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMRA.NY installation&bracing of tresses, 15 ViV. a: TOT.LD. 42.0 PSF SEAN- 89588 � A seal on this drawing or cover peps listing this drawing, Indicates acceptance of profeooions!engineering LY 1fl 20s, responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the SS ell �- AS DUR.FAC. 1 .15 FROM BB 8351 Rovmla Circle reeponslblllty of the Building Designer per ANSI/TPI 1 See.2. Sacramento,CA 9828 For more Information see this Job's general notes page and these web sites: ALPINE: www,alpineitw.com: TPI: www.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.org Renewal 6/30/2018 SPACING 24.0" J REF- 1 VX F 7 1 7 5 Z04 _ THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0117068--PARR LUMBER-HILLSBORO -Biggi lot 3 OW Avery C -- VERIFY VERIFY, OR - E ) Top chord 2x4 DF-L #2(g) 120 mph wind, 20.76 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind loads and reactions based on MWFRS with additional C&C member factors, design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 2.00. 4X5= 1 A.ll10 4-11-13 1R) III 51 I/ 0-6-8 ► i 5 1 0-6-8 CO �� 4...1 8-0-0 EN EN 1 3X5(F3)% 3X5( 3 5-4-0 5-4-0 5-4-0 c 5-4-0 >. < 10-8-0 Over 2 Supports > R=486 U=4 W=3.5" R=486 U=4 W=3.5" RL=80/-80 Design Crit: I RC2012/TPI-2007(STD) lk f0 P'RaF .. PLT TYP. Wave FT/RT=2%(0%)/4(0) 15,01 .►!: n -3 $`.-_ 6 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon "WARN I NG I"" READ AND FOLLO.a ALL NOTES ON THIS DRACI NG!503)357-_118 „1, � „ FURNISH T7115 BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �P ‹% TC LL 25.0 PSF REF R7175- 24509 825 N 4th Ave,Cornehus O 97113 ((V Yi Trusses require extreme care in fabricating handling, shipping, installing and bracing. Refer to and follow _y83294PE v. the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior ------ All ___ _ 11---, --(, DL 10.0 PSF DATE 01/12/17 to performing these functions Installers shall provide temporary bracing per BCSI. Unless noted otherwise, fir• . l I BC Lop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 0.. - t+ rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed pc BCS ,,.rte / DL 7.0 PSF DRW CAUSR7175 17012114 TY sections 63, 67 or B1O, as applicable. Apply plates to each face of truss and position as shown above and on 01/13/2017 �/1��20 1 7 ! I the Joint Details, unless noted otherwise. Refer to drawings 16oA-Z Por standard plate positions. I A ���_N BC LL 0,0 PSF CA-ENG CWC/CWC I Alpine, a div Sion of ITW Building Components Group Inc. snail not be responsible Por any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/7P! 1, or for handling, shipping, TOT.LD. 42.0 PS F AN ITWCOMR4NY installation bracing of trusses. (n• _qSEQN- 311633 A seal on this drawing or cover page Hating this drawing, Indicates acceptance of profettlonsl engineering 'Sf, VCY 14,20u- responsibility solely for the design sheen. The suitability end use of this drawing for any structure is the DU R,FAC. 1 .1 5 FROM BB 8351 Rovana Circle responsibility of the BuildingDesigner per ANSI/TPI 1 Sec.2. iS H Tartar Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: tl v SPACING 24.0" J REF- 1 VX F 7 1 7 5 ZO 4 ALPINE: www.alpineitw.com; TPI: wwe.tpinst.org; WTCA: www.sbcindustry.com; ICC: w.w+.lecsafe.org Renewal d/$Q/2o18 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117068--PARR LUMBER-HILLSBORO -Biggi lot 3 OW Avery C -- VERIFY VERIFY, OR - EG) Top chord 2x4 DF-L #2 2 CONPLEUE TRUSSES o\EQU Q ED 1 Bot chord 2x6 HF #2 Webs 2x4 DF-L Std/Stud Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Special loads Bot Chord: 2 Rows @ 4.00" o.c. (Each Row) (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 76 plf at 0.00 to 76 plf at 5.33 Use equal spacing between rows and stagger nails TC- From 76 plf at 5.33 to 76 plf at 10.67 in each row to avoid splitting. BC- From 7 plf at 0.00 to 7 plf at 10.67 BC- 1090.93 lb Conc. Load at 0.90, 2.90, 4.90, 6.90 120 mph wind, 20.76 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 1099.87 lb Conc. Load at 8.90 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psi, wind BC DL=4.2 psf. Wind loads and reactions based on MFRS. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5(R) Ill .. /1 10 10 4-11-13 0-6-8 U , , , 0-6-8 H40_18-0-0 i EN ma 3X7/�/ \\\ e.3X7 4X5(B1)= 4X5(B1) Fic 5-4-0 5-4-0 3-8-2 _l_ 3-3-13 -1' 3-8-2 L- 5-4-0 _I_ 5-4-0 _I I< 10-8-0 Over 2 Supports R=3402 U=294 W=3.5" R=2948 U=257 W=3.5" Design Crit: IRC2012/TPI-2007(STD) OP PR®iiS, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .P4t. ''j_ OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 °OCIARWINGI°°READ AND FOLLOW ALL NOTES ON THIS DRAWING! (4; dil 1.' TC LL 25.0 PSF REF R7175- 24510 825 N 4th Ave,Cornelius O 97113 "IEPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow'' _ f' D L 10.0 PSF DATE 01/13/17 the latest edition of BCSI (Building Component Safety Information, by TPI and YWCA) for safety practices prior -I_. _ to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, .-,-- Y- BC D L 7.0 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached .'',� a �., rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed perBC- ,.. PSF DRW CAUSR7175 17013034 ye sections 63, 67 or 810, as applicable. Apply plates to each face of truss and position as shown above and on O 1/1 3/20 1 I 1 1 1/ Che Joint Details. unless noted otherwise. Refer to drawings 160A-Z for standard late positions. A�LO NI ,' I g P P BC LL 0.0 PSF CA-ENG BFR/RTT Alpine, a division of ITW Building Components Group Inc. shall not he 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 ITW COMR4NY installation&bracing of tresses. 11C TOT.L D. 42.0 PSF S EQ N- 89584 A seal on this drawing or cover pogo listing this drawing, indicates acceptance of prefeoolenol engineering 14,2012P �0 responslblIIty solely for the design shown. The suitability end use of this drawing for any structure Is the DUR.FAC. 1 .15 FROM BB 8351 RovanaCircle responslelllty of the BB IdI,g Designer psr Arsl/TPI 1 Sec.2. Se.8B Ta%Sacrameto,CA 95828 For mere Information see this Job's general notes page and these web sites: ::____IILY B SPACING 24.0" JREF- 1VXF7175Z04 ALPINE: w.ww.alpineitw.com; TPI: wnww.tpinst.org; WTCA: www.sbcindustry.com; ICC: www.iccsafe.org Renewal 6130/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0117068--PARR LUMBER-HILLSBORO -Biggi lot 3 OW Avery C -- VERIFY VERIFY, OR - FGE) Top chord 2x4 DF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :W1 2x4 DF-L 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 Al2O15ENC101014, GBLLETIN1O14, & 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. 4X5= A . I 1 10 I 1 11 10 i W1 4-11-13 I 1.� ■ �.1111111111Illik. ■ ■ ■ 1, 9-0-0 i 2X4(B1)= 2X4(B1) 11-6-0 .1 L1-6-0 -1 1 5-6-0 + 5-6-0 L- 5-6-0 —I— 5-6-0 _1 11-0-0 Over 2 Supports R=753 U=110 W=3.5" R=753 U=110 W=3.5" RL=134/-134 Note: All Plates Are 1.5X4 Except As Shown. QED PROF Design Crit: IRC2012/TPI-2007(STD) �G - - - S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .04 -u - 40 91st s 4 OR/-/1/-/-/R/- Scale =.375"/Ft. •'WARNINGI°" REM AND FOLLOW ALL NOTES ON THIS DRAWING! REF R7175— 24511 Truss Components oOregon (971137-2118 °° LL 25.0 PSF 12 'OIA�ORTAIR FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. $32S/;PE TC 825 N 4th Ave,Cornelius O 9711 — require extreme care in fabricating, handling. snipping installing g. ' Trusses and brain Refer to and follow ^',. _ _ ___ s-a.- �DL 10.0 PSF DATE 01/13/17 the latest edition of BM (Building Component Safety Information, by TPI and WfCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, _.�.r - _ tap chord shall have properly attached structural sheathing and bottom chord shall have a properly attachedBC DL 70 PSF DRW CAUSR7 1 7 5 17013035 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI rrI111 sections 63, 67 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 01/13/2017 A 1' L= N ; the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard late positions, �- ! g P P OREGON 'BC LL 0.0 PSF CA-ENG BFR/RTT 1 Alpi na, a division of ITs Building Components Group Inc, shall not he responsible for any deviation from this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation a bracing of trusses. `mer 1$ 204 � - TOT.LD. 42.0 PSF SEQN- 89590 . A seal on this drawing or cover paps listing this drawing, Indicates acceptance of professions,engineering responsibility solely for the design shown. The suitability end use of this drawing for any structure Is the $e«T a r► DU R.FAC. 1 .15 FROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/TP1 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 Z04 ALPINE: www-alpineitw.com; TPI: www.tpinst.org: WTCA: www.sbcindustry.com: ICC: www.iccsafe.org Renewal 6/3012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0117068--PARR LUMBER-HILLSBORO -Biggi lot 3 OW Avery C -- VERIFY VERIFY, OR - F ) Top chord 2x4 DF-L #2(g) 120 mph wind, 15,00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet.(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind loads and reactions based on MWFRS with additional C&C member factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 2.00. 4X5----- A\ X5=i► 1 PA 10 4-11-13 1 .5X4 III /AI 1)= 2X4(81) 1-<1-6-0 L1-6-0.J 5-6-0 + 5-6-0 1-- 5-6-0 ,I_ 5-6-0 -J F 11-0-0 Over 2 Supports R=617 W=3.5" R=617 W=3.5" RL=119/-119 De RP Design Crit: IRC2012/TPI-2007(STD) - tT PLT TYP. Wave FT/RT=2D%a(O%)/4(0) 15.01 .P e-- ,t;IIN '. OR/-/1/-/-/R/- Scale ..375"/Ft. Truss Components of Oregon (503)357-2118 O°�ARNINGI°O READ A!m FOLLO.T ALL NOTES ON THIS DRAWING! !li 'A TC LL 25.0 PSF REF R7175- 24512 _ 825 N 4th Ave,Cornelius 0 97113 "ICPORTANW.* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /1y 83294PE Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow '�L the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior -,/ ysm^ -- -TA .1"^ DL 10.0 PSF DATE 01/12/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, -. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached `^ y;,fs rigid oiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI ` 01/���2017 BC DL 7.0 PSF DRW CAUSR7175 17012110 TA sections 83, B7 or 010, as applicable. mApply plates to each face of truss and position as shown above and on A' I I 1 the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. p� I,O� N 1 ' Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this O R EGO Itl C. BC LL 0.0 PSF CA-ENG CWC/CWC u drawing, an failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, pplog o TOT.LD. 42.0 PSF SEQN- 311646 AN ITW COMPANY installation&bracing of tresses. �� LY'14,Z6 A seal on this drawing or cover pope Hating this drawing, Indicates acceptance of professional engineering - responsibility solely for the design shown. The suitability end use of this drawing for any structure Is the �$ 11� My p U R.FAC. 1 .15 FROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI TPI 1 Seo.2, r U° 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 Z0 4 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. (0117068--PARR LUMBER-HILLSBORO -Biggi lot 3 OW Avery C -- VERIFY VERIFY, OR - GGE) Top chord 2x4 DF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :W1 2x4 DF-L 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, GBLLETIN1O14, & 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= I6 6 I _ W1 _ 2-10-3 D D ,, 9-0-0 / 2X4(A1)= 2X4(A1) 1-<--1-6-0-4.1 -1-6-0-4.1 l' 5-0-0 + 5-0-0 5-0-0 5-0-0 H 10-0-0 Over 2 Supports R=721 U=138 W=3.5" R=721 U=138 W=3.5" RL=66/-66 Note: All Plates Are 1 .5X4 Except As Shown. � .O>PROp Design Crit: IRC2012/TPI-2007(STD) dG S' PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .tiu A , , `s�j OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon 503 357-2118 ..TU WINGI•e READ AND FOLLOW ALL NOTES ON THIS DRAWING! 'Q REF R7175- 24513 n 3 ' ••IepoRrAHr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ��TC L L 2 5.0 PSF 825 N 4th Cornelius O 97 13 83294PE - - Ave, Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow �" -. -1 I -D L 1 O.0 PSF DATE 01/13/17 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safoty practices prior _ _ � to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwisee, ._.-- - top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached -4:-,y.c'� C D L 7 0 PSF DRW rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI CAUSR7175 17013036 Ail m sections 83, Ir or B10, as applicable. Apply plates to each face of truss and position as shown above and 01/13/2017______) A II , O L . A ' 1 ' the Joint Details. unless noted otherwise. Refer to drawings 70A-Z for stantlard plate positions. ^/'■II IIIJI , ' `y' I Alpine, a dlvi5ien of ITW Beildin8�empo��R Gre�p In�. snail net be responsible for any dtien from this OREGONBC 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 installation a bracing of tresses. .5 vu SLY 14 2000QTOT.LD. 42.0 PSF SEQN- 89586 A seal on they draodlely or coverd pig listing Thea drawing,abili indicates acceptance of grffeoolynil enginestructure t `IA 1e1 Tan��1 D U R.FAC. 1 .15 FROM B B responsibility Halal for the design spoon, The suitability and use of this drawing for any structure In the ��U 83 1 Rovona Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more Information see this jobs general notes page and these web sites, ALPINE: www.alpineitw.com; TPI: www.tpinst.org; NTCA: www.sbclndustry.com; ICC: www.iccsafe.org Renewal 6/30/2018 SPACING 24.0" J RE F- 1 UX F 7 1 7 5 Z0 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0117068--PARR LUMBER-HILLSBORO -Biggi lot 3 OW Avery C -- VERIFY VERIFY, OR - G ) Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 2.00. 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= 16 6 I 2-10-3 I/ - Ii 0-4-3 - 177a 0-4-3 II 1 .5X4 III z__._______,---->e 1 ,..../ 2X4(A1) = 2X4(A1) I-<—1-6-0- 1-<-1-6-0--->i F5-0-0 '''` 5-0-0 I_ 5-0-0 J.- 5-0-0 H 10-0-0 Over 2 Supports >I R=591 W=3.5" R=591 W=3.5" RL=59/-59 asp PROpF Design Crit: IRC2012/TPI-2007(STD) A. `SS PLT TYP. Wave FT/RT=2°/ 0% /4 0 15.01 .0 e' 7 Q1 a( ) ( ) `�. F� O , OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 °'WARNINGI°" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ke 83294PE41 TC LL 25.0 PSF 825 N 4fli Ave,Cornelius 0 97113 **IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175- 24514 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 prior � DL 10.0 PSF DATE 01/12/17 - .�'' ---�---'-- to performing these functions. installers shall provide temporary bracing per BCSI. Unless noted otherwise, _ "- top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 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 17012116 r7 Ta sections 83, B7 or 010, as applicable. Apply plates to each face of truss and position as shown above and o 1 J L 1 ,4 11 'I�p I ! i Cho Joint Details, unless noted otherwise. Refer to 7.7":::,7,::'.:':.::::7,07.747:::::.. rawings 16DA-Z for standard plata positions. n II (ILII f `J I Alpine, a division of I,W Building Components Croup Inc. shall not be responsible for any de�iatlen fr.m this OREGON JBC LL 0.0 PSF CA-ENG RTT/GWH drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN 1TWCOMPANY installation 8 bracing of trusses. 4 `tier 14,200°. t0 TOT.LD. 42.0 PSF SEQN- 310016 A seal on this drawing or cover page Ileting this drawing. Indicates acceptance of profesaional engineering S ,.r p� responsibility solely for the design shown. The suitability and use of this drawing for any structure is the q Q P� /� D U R.FAC. 1 .15 F ROIYI B B 8351 RovallaCircIe responsibility of the Building Designer per AN51/TT+1 1 Sec.2, Y G Sacramento,CA 95828 For more Information see this Job'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 Z04 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. ( 0117068--PARR LUMBER-HILLSBORO -Biggi lot 3 OW Avery C -- VERIFY VERIFY, OR - I ) Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction Wind loads and reactions based on MWFRS with additional C&C member factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 2.00. 1 .5X4 III s1 jh 1 ,' 1-4I-3 mil 2:21111111114 -, 9-0-0 1 .5X4 III 2X4(A1) 1 ' ,< 1-10-4 ,1m 2-0-0 Over 2 Supports r - R=197 W=5.5" RL=24 R=53 U=2 ,so PROFS Design Crit: IRC2012/TPI-2007(STD) A!)::,.--------. \\\\ PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .I). ,,G1PF_ • '('�i OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components ofOre on 503 357-2118 °°mARNINGI°°READ AND FOLLOO ALL ROTES ON THIS ORAGINGf REF R7175— 24515 p ( ) 0°IlPORTANr"• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Y 83294PE ATC LL 25.0 PS F 825 N 4th.Ave,Comehus OR 97113 , `/'r. Trusses require extreme care in ng Component handlng, shipping, installing WandTC;racing. Refsafety p to and fllow '- yr -v- I ' µD L 10.0 PSF DATE 01/12/17 the latest edition of BCSI (Building Com anent SafetyInformation, b TPI and WiCA for safot tactless prior -�'� to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, y.. e, to chord shall have properly attached structural sheathing and bottom chord shall have a properly attached "µms '' p prose y tr p P y -��` 'C DL 7.0 PSF DRW CAUSR7175 17012118 rigid ceiling. Locations shown for permanent lateral restraint of verbs shall have bracing installed per KS' � (�1 1 / • rI Ta sections 83, B7 or B10, as applicable. Apply plates to each Pace or truss and position as shown above and on `�1/+�I2o 1� ,4�I O I the Joint Details, unless noted otherwise. Refer to drawings 560A-Z Por standard plate tions. L `v1 I I pO51 OREGON /Bc LL 0.0 PSF CA-ENG CWC/CWC Alpine, a tlivlsion of ITW 8ullding 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, AN ITWCOMPB.NY installation&bracing of trusses. ®0 'ILy 14,20 ' �e TOT.LD. 42.0 PSF SEQN- 316916 A seal on this drawing or Dover page listing thio drawing, Indicates acceptance of professional engineering `,$i (l C� responsibility solely for the design shown. The suitability end use of this drawing for any structure Is the « u �1� DU R,FAC. 1 .15 FROM BB 8351 Ravana Circle reeponsleillty of the Building Designer per ANSI/TPI 1 Seo,2, ID Y G7 Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: Renewal 6130/2018 SPACING 24.0" JREF- 1VXF7175Z04 ALPINE: www.alpineitw,com: TPI: www.tpinst,org; WTCA: www.sbcindusiry,com; ICC: www.iccsafe.org Gable Stud Reinf orcement Detail ASCE 7-101 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 100 Or, 100 Mph Vinci Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ori 100 mph Vinci Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace x (1) 2x4 'L' Brace * (2) 2x4 "L' Brace *o( (1) 2x6 'L' Brace x (2) 2x6 'V Brace ** Bracing Group Species and Grades, Gable Vertical No Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: Spacing Species Grade _c= Spruce-Pine-Fir Hen-Fir SPF #1 / #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' 9' S" 11' 0' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' #1 / #2 Standard #2 Stud LJ — #3 4' 4' 7' 2' 7' 8' 9' 1' 10' 10' 11' 4' 14' 0' 14' 0' 14' 0' 14' 0' #3 Stud #3 Standard Stud 4' 4" 7' 2' 7' 7" 9' 1" 9' 5' 10' 10' 11' 4' 14' 0' 14' 0" 14' 0' 14' 0' 0 Standard 4' 4' _ 6' 2' 6' 7' 8' 2" B' 9" 10' 10' 11' 4" 12` 10" 13' 9" 14' 0' 14' D" Douglas Fir Larch Southern Pine*** CD #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 ___IS P #2 4' 7' 7' 10' 8' 1' 9' 3' 9' 7' Stud Stud 11' 0' 11' S" 14' 0' 14' 0' 14' 0' 14' 0" 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" (� DFL Stud 4' 6' 6' 6' 6' 11" 8' 7' 9' 2' 10' 11' 11' 4' 13' 6' 14' 0' 14' 0' 14' 0' d Standard 4' 4" 5' 9' 6' 1' 7' 7' 8' 2' 10' 4" 11' 1" 11' 11" 12' 10' 14' 0' 14' 0' Group BI 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' Hen-Fir _i__) _ SPF P #3 5' 0' 8' 10' 9' 3' 10' 5' 10' 10" 12' 5" 12' 11" 14' 0' 14' 0' 14' 0' 14' 0' #1 &#1Btr L U ! i Stud 5' 0' 8' 9" 9' 2' 10' 5' 10' 10' 12' 5" 12' 11" 14' 0' 14' 0" 14' 0' 14' 0"" O �I i Standard 5' 0' 7' 6" 8' 0' 10' 1' 10' 9' 12' S" 12' 11' 14' 0' 14' 0' 14' 0' 14' 0' Dou.lns Fir Larch Southern Pine �c #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" 111111E1111111 #2 #3 5' 1' 7' 11' 8' 5' 10' 6' 10' 11' 12' 6' 13' 0' 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). 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 ***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 nay be used with these grades. C5 - SPP #3 5' 6° 9' 8" 10' 1' 11' 6' 11' 11' 13' 8" 14' 0" 14' 0' 14' 0' 14' 0' 14' 0° Gable Truss Detail Notes: l� U I 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. OI� 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 ptf 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). S D #2 5' 9' 9' 10' 10' 2' 11' 7" 12' 1' 13' 10" 14' 0' 14' 0' 14' 0" 14' 0" 14' 0' d Gable end supports load from 4' 0' outlookers #3 5' 8' 9' 2' 9' 9' 11' 6' 12' 0' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. D P L Stud 5' 8' 9' 2' 9' 9' 11' 6' 12' 0' 13' 9° 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 6' B' 1' 8' 7' 10' 9' 11' 6' 13' 8' 14' 0' 14' 0' 14' 0" 14' 0' 14' 0' Syron r Attach 'L' braces with 10d (0,128'x3.0' min) nails. l V X Aboutl /Gable Truss IQ 31E For (1) "L' brace space nails at 2' o,c, In 18' end zones and 4' o,c, between zones, Diagonal brace option NOKFor (2) "L" braces space nails at 3' o.c, I—- -T- 1 In 18' end zones and 6' o.c, between zones, vertical length may be 1 doubled when diagonal i 18' 0 L' bracing must be a minimum of 802 of web X111111444: member length. brace Is used, Connect I L ^� diagonal brace for 385# I if 'L' at each end. Max web 1 Brace 11;� Gable Vertical Plate Sizes * r Vertical Length No Splice total length is 14'. � � 2x4 DF-L #2 or : Less than 4' 0' 1X4 or 2X3 better diagonal r i Greater than 4' 0', but 2X4 Vertical length shown braced single 18" less than 11' 6' or double cut 0 © Greater than 11' 6' 3X In table above. + Refer to common truss design for 45° (as shown) at _ 1 a g _ upper end. 0 Q 0 I Q NINO 0 peak, splice, and heel plates. 4'/ / / / / /ontinuous Bearing G`3 P.o'e, / / Refer to the Building Designer for conditions Connect diagonal at I a � 1 . - .. not addressed by this detail, ---*Lr',of vertical web. ---*Lr', Nr-, � Refer to chart above for mi. G� wwWARNINGIus READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 0` 41 ■*IMPORTANT.*FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 4/ 83294PE REF ASCE7-10-GAB12030 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 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 120 30 E N C 101014 v,., shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs "A-n n i shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face 01/13/2017 I I i ))-U,:: _i I ,I of truss and position as shown above and on the Joint Details, unless noted otherwise. Il I`-,ILLLIIII I Refer to drawings 160A-Z for standard plate positions. OREGON Alpine, a division of ITW Building Components Group Inc.shall not be responsible for any deviation from AN ITW COMPANY this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling,shipping, 61 ,ZOQ. fs� AX, TOT, LD, 60 PSF Installation &bracing of trusses. "'es 94, `v A seal on this drawing or cover page listing this drawing,indicates acceptance of professional S engineering responsibility solely for the design shown. The suitability and use of this drawing Sell Tara 13389 Lakefront Drive for any structure 15 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 sites. Renewal 6/30/20 8 MAX, SPACING 24,0° ALPINE.www,alpineitw.comi TPI,www.tpinst.orgi SBCA.www,sbcindustry,org)ICC, www.lccsafe.org Cable De ,ail For Let-in Verticals Gable Truss Plate Sizes ASym• bout 4 0 Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. A +®Refer to Engineered truss design for peak, splice, web, and heel plates. i NI © ®If gable vertical plates overlap, use a single plate that covers the total area of ' . the overlapped plates to span the web, CO Gable e blkal ' 2 X 4 / , Lengthgig le) typ .4` Example:� il 2X4 / 2 X 8 "T" Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member © Toe-Hall Or - End-null ' \ i $ $ + O To convert from 'L' to 'T' reinforcing members, multiply 'T' increase by length (based on Provide connections for uplift specified on the engineered truss design, appropriate Alpine gable detail), Attach each "T" reinforcing member with End Driven Nails' Maximum allowable "T' reinforced gable vertical 10d Common (0,148'x 3.',min) Nails at 4' o,c, plus length Is 14' from top to bottom chord. (4) nails in the top and bottom chords. 'T' reinforcing member material must match size, Rigid Sheathing Toenailed Nails: specie, and grade of the 'L' reinforcing member. lOd Common (0,148'x3",min) Toenails at 4' o.c. plus Welo Length Increase w/ "T" Brace 4 Nail X X' (4) toenails In the top and bottom chords, 'T' Reinf, 'T" "T" This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Size Increase Reinforcing ' wind load. 2x4 30 Member 2x6 20 ASCE 7-05 Gable Detail Drawings Example' 413015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable 413030051014, A12030051014, 411030051014, A10030051014, 414030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss\ Nails Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c, SP #3 4' o.c, A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, "T" Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, "T' Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A14D3QENC101014, A16030ENC101014, (1) 2x4 "L' Brace Length = 8' 7' A1B030ENC101014, 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. s 4 Nails X R Ceiling ��SO PROEk wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! 2, REF LET-IN VERT wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ' 83294PE 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 SBCA) for safety ., —e-- DATE 10/01/14 practices prior-to performing these functions. Installers shalt provide temporary bracing per BCSI. - ' Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chor." " ,'"— - DR\✓G G B L L E T I N 1014 TN shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs [L,,,.,,,rL rr��� (� i shall have bracing installed per BCSI sections B3, B7 or BIO,as applicable. Apply plates to each face 01/13/2017 /a i)- fes\ of truss and position as shown above and on the Joint Details, unless noted otherwise. LII \��IJI I Refer to drawings 1604 Z for standard plate positions, O� /a �T�C�� AN ITW COMPANY Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from /`/ D this drawing, any failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, coA. 0©0 'C MAX, TOT, LD 60 PS Installation & bracing of trusse 14,20 ,t QJ F A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional �0 engineering responsibility solely for the design shown. The suitability and use of this drawing 'jet/T a li g D U R A FAC, A N Y 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 sites, ALPINE'www.alpineitw.coml TPD www.tpinst.orgi SBCA,www,sbclndustry.orgi ICC, www.lccsafe.org Renewal 6130/2018 MAX. SPACING 24.0n ASCE 7-10: 120 mph, 30' dean Heign±, Closeo, Exposure C Common Residential Gable Eno Wind Bracing Requirements - S-tif-Feners 120 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 100 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft, Mean Hgt, ASCE 7-10, Part. Enclosed, Exp C, H Greater than 4'6" to 7'6" in length Kzt = 1.00, Wind TC DL=5,0 psf, Wind BC DL=5,0 psf, provide a 2x6 stiffback at mid-height and brace stiffback -to roof diaphragm every 6'0" (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC1O1014), Top: Continuous roof sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6" to 12'0" maxi provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof diaphragm every 4'0" (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail, X Optional 2x L-reinforcement attached Nails: 10d box or gun (0,128"x3",min) nails. to stiffback with 10d box or gun (0.128" x 3", min,) nails @ 6" o,c, I 2X4 Blocking - nailed to A* 45° sheathing and ® 24' Max -.MI-- 1P41%,_11p.„ each truss (Typ) H 2X4 DF-L #2 - H/2 or better diagonal brace _ Attach each end for 560#, - k v Y - - / / / Xontinuous Bearing/ / / / / / / - 2x6 #2 Stiffback attaStudcw/dC 10d to eachso or gun (0.123" X 3", min,) nails. 4'REQ PRO�c�SS ww •,„WARNINGiww READ AND FOLLOW ALL NOTES ON THIS DRAWING! U' REE GE WHALER aMIMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 4' 83294PE 9 Trusses require extreme care in fabricating, handling, shipping, installing and bracing, Refer to and % DATE 10/01/14 follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety �► u:,, 01111164 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. 4- "" Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom char. `.^`''�P DR W G G A B R S T 101014 ,,,,, shall have a properly attached rigid ceiling, Locations shown for permanent lateral restraint of webs 01/13/2017 /�I� l shall have bracing installed per SCSI sections B3, B7 or 510,as applicable, Apply plates to each face Z. I I -IN I , of truss and position as shown above and on the Joint Details, unless noted otherwise. //�� //'±±a�I I-1 I Refer to drawings 160A-Z for standard plate positions. ,�/7�' jy+ AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from I J/ / c this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling,shipping, ire, D Installation E. bracing of trusse �'l'/L�.14,2�O ��f/ MAX. TOT. LD, 60 PSF A seal on this drawing or cover page listing this drawing,indicates acceptance of professional SV a gg �,.g C engineering responsibility solely for the design shown. The suitability and use of this drawing I `e for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec2, 13389Lakefront Drive Earth more job's notes J 9 For re Information see this ' Earth City,MO 63045 page and these web sites, Renewal 6/30/2018 MAX, SPACING ALPINES www,alpineitw.comi TPI www.tpinst,orgl SBCA,www,sbclndustry,orgi ICC wwwJccsafe.org CLR Reims ^ orciHg vembeSL, bsLiLL, Lion T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf, is specified on a truss design but an alternative web L-Reinf'orcernent: or reinforcement method is desired, L-Reinf, ,e ,` Apply to either side of web narrow face, ,, Attach with 10d (0,128"x3,0",min) nails , at 6" o,c, Reinforcing member is Notes; a minimum 80% of web , member length, ,, This detail is only applicable for changing the specified CLR ,, shown on single ply sealed designs to T-reinforcement or , L-reinforecement or scab reinforcement, Alternative reinforcement specified in chart below may be conservative, For minimum alternative reinforcement, re-run design with appropriate MN reinforcement type, l 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, MI 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(*) minimum 80% of web member length, 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(*) Scab Reinf, T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. 010 Center scab on wide face of web. Apply (1) scab to eachIN face of web, NM �4& O PRO fi.FSs C?� �C,1NF �Ip n%WARNINGIi»n READ AND FOLLOW ALL NOTES ON THIS DRAWINGI /� , ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Ct. 83294PE • iiilT C L L PSF REF CLR S U�J s t Trusses require extreme care in fabricating, handling,shipping,Installing and bracing. Refer to and C" v,, .".` h follow the latest edition of BCSI (Building Component Safety Information, by TPI and SPCA) for safety "ii_ DL PSF DA 4 \ 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 -i- C D L PSF DR W G BRC L B S U B 1014 T,,, shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 01/13/2017 I' 1 i, shall have bracing Installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face ,../{1:[L_1 iof truss and position as shown above and on the Joint Details, unless noted otherwise, OREGON BC LL PSL Refer to drawings 160A-Z for standard plate positions, w� / 3/17 AN ITWCOMPANY Alpine, a division of IT,../ Building Components Group Inc. shall not be responsible for any deviation from J'e� , C. TOT, Lfl PSE this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling,shipping, S Y 14,20° installation I bracing of trusse V A seal on this drawing or cover page listing this drawing,indicates acceptance of professional Sell Tan engineering responsibility solely for the design shown. The suitability and use of this drawing i ® DUR. FACS for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. Lakefront Drive Earth For more Information see this Job's general notes page and these web sites, Renewal 6/30/2048 Earth City,MO 63045 SPACING ALPINE,www,aipineitw.comi TPI'www.tpinst.orgi SBCA,www,sbcindustry,orgi ICC,www.iccsafe,org Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Dr: 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( (1) 2x4 'L' Brace )1( (2) 2x4 "L" Brace )10( (1) 2x6 'L' Brace x (2) 2x6 'L' Brace xlw Bracing Group Species and Grades: Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A: Spruce-Pine-Fir Hem-Fir SPF #1 / #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1" 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0" #1 / #2 Standard #3 Stud #2 Stud U #3 4' 7' 7' 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' #3 Standard O - Stud 4' 7' 7' 8' 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 7" 7' 0' 8' 10' 9' S` 11' S" 11' 10' 13' 10' 14' 0' 14' 0' 14' 0' Douglas Fir-Larch Southern Pine*** QJ #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 _J 5 D #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1' 11' 6" 12' 0" 14' 0' 14' 0" 14' 0' 14' 0' Stud ands Standard Standard #3 4' 8' 7' 0' 7' 5' 9' 3' 9' 11' 11' 5' _ 11' 11' 14' 0' 14' 0' 14' 0' 14' 0" —' (J 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: 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 i _ S 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 & Btr c_ U —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 CU O Standard 5' 3' 8' 1' 8' 7' 10' 10" 11' 4' 13' 0' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' Dou.las 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' 11111131111111 #1 SP #2 5' 6" 9' 5' 9' 9' 11' 1' 11' 6' 13' 2' 13' 9' 14' 0' 14' 0' 14' 0' 14' 0' #2 #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). Stud 5' 5' 8' 6" 9' 1' 11' 0' 11' 5' 13' 1' 13' 8' 14' 0' 14' 0' 14' 0' 14' 0' 12U .-1 DFL )1(w),(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 O #1 / #2 6' 1' 10' 4' 10' 8' 12' 2' 12' 8' 13' 2' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grades. a S PF #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: LD U -P Stud 5' 9' 10' 2' 10' 7' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. OStandard 5' 9' 9' 4' 9' 11' 12' 0' 12' 6' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 35 plf over X #1 6' 4' 10' 6' 10' 10' 12' 4' 12' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0" continuous bearing (5 psf TC Dead Load). 5 #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 a #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, aj DFL Stud 5' 11" 9' 10' 10' 6' 12' 1' 12' 7' 14' 0" 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 5' 9' 8' 8' 9' 3' 11' 7' 12' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Symm r Attach 'L' braces with 10d (0,128"x3,0' min) nails, About rt_ able Truss I 0 )1( For (1) 'L' brace: space nails at 2' o,c. In 18' end zones and 4' c.c. between zones. **For (2) 'L' braces: space nails at 3" o.c. Diagonal lebrace option: 40114...i - T 17. in 18' end zones and 6' c.c, between zones, vertical length may be doubled when diagonal i 18' X lie0 'L' bracing must be a minimum of 80% of web brace Is used, Connect Zvi 0 member length. diagonal brace for 335# 'L' L at each end, Max web ;' Brace �;* Gable Vertical Plate Sizes total length Is 14'. NE NE rLess Vertical 4Le0ngth 1X4No Splice X3 I 2x4 DF-L #2 or better diagonal T- 1 Greater than 4' 0', but 2X4 brace! single less than 11' 6' Vertical length shown lg, or double cut + + Greater than 11' 6' 3X In table above. + Refer to common truss design for } 45" (as shown) at 1I L_ I i 0 upper end, L 0- a u n� El i B -n LI l 0- 0 1 peak, splice, and heel plates. / / / / /ontinuous Bearin / i, p••O / Building g Connect diagonal at � � � gRefer to the Designer for conditions midpoint of vertical web, '`ily � � Refer to chart above for rn..' 'b- •- :c4'.- .th. not addressed by this detail, w*WARNINGI*w READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ��CO G 1 N E 'p r :.IMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �!� �a,[/ REF ASCE7-10-GAB12015 T russes require extreme core In fabricating,handling, shipping,Installing and bracing. Refer to and ((� 83294PE �7� follow the latest edition of BCSI (Building Component Safety Information,by TPI and SBCA)for safety Q+. -�" DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. it' -"-' Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord �- - DR W G A 12 015E N C 101014 ,m shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs �,,,,, '' /'[L, [1 ��� n I i shall hove bracing installed per BCSI sections B3,B7 or B10, as applicable, Apply plates to each face // i t)-I I\\I I of truss and position as shown above and on the Joint Details, unless noted otherwise. 01/13/2017 �� L u l Refer to drawings 160A-Z for standard plate positions, C�+', Alpine, a division of ITW Building Components Group Inc.shall not be responsible for any deviation from 01 RYON AN ITW COMPANY this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, / MAX TGT, LD. 60 P S F Installation 6 bracing of trusses. A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional ,. (Z LY 14,20- 0 engineering responsibility solely for the design shown. The suitability and use of this drawing S_l�Vp �� for any structure Is the responsibility of the Building Designer per ANSI/TPS 1 Sec.2, 13389 Lakefront Drive wq Earth City.MO 63045 For more Information see this Job's general notes page and these web sites, 01�a'y MAX, SPACING 24 0" ALPINES www.alpineltw,comi TPL www.tpinst.orgl SBCA,www.sbcindustry,orw ICC www.lccsafe.org its.r. +.ad 8/30#2018