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Plans (7) oy - votes ITW Building Components Group, Inc. " 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 t - r Page 1 of 1 Document ID:1V48561-Z0727091022 Truss Fabricator: Trus-ray, Inc r u'q V Job Identification: 140753-PARR LUMBER ROCKWOOD Cross Partition No. 2 Roo -- T1611000644 Model Code: IRC 1 "' 11,3,yi •r�� ' Truss Criteria: I RC2012/TP I-2007(STD) p PROF Engineering Software: A l p i ne proprietary truss ana l ys i s software. Versions 13.01 C. S'S► Truss Design Loads: Roof - 42 PSF 0 1.15 Duration �GINFl� �O O?' Floor - N/A 19575 P 4, Wind - 140 MPH (ASCE 7-10-Closed) � (API Notes: 02 27/2014 1. Determination as to the suitabilityof these truss co OREGON components for the Jr structure is the responsibility of the building designer/engineer of 410/:V/" 201g9 record, as defined in ANSI/TPI 1. D VV. � 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR561 Renewaldateel301201, Garold W.Heal Details: A1401510-GBLLETIN-A1403010.. Subnitted by GIH 09:09:59 02-27-2014 Reviewer: TSB $ $ # Ref Description Drawing# Date 1 89631--T01 14058050 02/27/14 2 89632--T02 14058051 02/27/14 3 89633--T03 14058052 02/27/14 4 89634-404 14058053 02/27/14 5 89635--T05 14058054 02/27/14 6 89636-406 14058055 02/27/14 7 89637--T07 14058056 02/27/14 8 89638--T08 14058057 02/27/14 9 89639--T09 14058058 02/27/14 10 89640--T10 14058059 02/27/14 (140753-PARR LUMBER ROCKWOOD Cross Partition No. 2 Roo -- TIGARD, OR - T01) Top chord 2x4 DF-L #1&Bet.(g) 140 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=4.2 psf, wind BC Webs 2x4 DF-L Standard(g) DL=6.0 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads based on both MWFRS and C&C, reactions based on MWFRS. Truss spaced at 24.0" OC designed to support 1-0-0 top chord See DWGS A14015ENC100212 & GBLLETIN0212 for more requirements. outlookers. Cladding load shall not exceed 3.00 PSF. Top chord must not be cut or notched. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 2.00. Unbalanced snow loads have not been considered. 4X6= ANIMEIMIIIIMIMENIMILIII 4-0-4 AillII II 04-4 � •Ill UUV \\ 0 4-4 1i X9006= 3X4(A1) = 3X4(A1) t< 1 ' > L 11 I< 5-6-0 5-6-0 I, 5-6-0 ,I, 5-6-0 —J Hz 11-0-0 Over 2 Supports >1 R=580 U=194 W=5.5" R=580 U=194 W=5.5" RL=121/-121 Note: All Plates Are 2X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) sO PROFF PLT TYP. Wave FT/RT=B%(0%)/4(1) 13.01 . ►c: .1 o1. S'4+>0 y OR/-/1/-/-/R/- Scale =.5"/Ft. Trus-Way,Inc 360.750-1470 '*WARNING"{ READ AND FOLLOW ALL NOTES ON THIS SHEET! Uig A, TC LL 25.0 PSF REF R561— 89631 3901 NE 68th St.,Vancouver WA. ""IMPORTANT"' FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. 19678 P •i' Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and r TC DL 7.0 PSF follow the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) for safety �1 DATE 02/27/14 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 J- BC DL 10.0 PSF shall have a properly attacM1etl rigid calling. Locations sM1own for permanent lateral restraint of webs ^ ^ DRW CAUSR561 1 4058050 shall M1ave bracing Installed per BCSI sections B3, B7 or B10, as applicable. O 'G7/LOI4 mow ALPINE Immo ITN Building Components Group Inc. (ITNBCG) shall not De responsible for any deviation Fran this deign, OREGON BC LL 0.0 PSF CA-ENG TSB/GWH any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, Installation 8 bracing of trusses. Apply plates Re each fare of tress and or position as plat above and on the Joint 9R"•n.20 09 N� TOT.LD. 42.0 PSF SEQN— 101116 Details, unless notetl otherwise. Refer to drawings 160A-Z for standard plate positions. A seal on this O drawing or cover page listing this drawing, Indicates acceptance of professional engineering / D ITW Building Components Group,Inc. thepreslblllty solely roe-2T,:7,73.:772-, he design sham". The NSI/TPlI S and use of tM1ls tlelgn for any structure Is ` DUR.FAC. 1 1 5 FROM SC Sacramento,CA 95828 al notes page of W-B G: aw.i Designer per ANSI/TPI l t.org, For more Ibcindutlon sed'' This Job's general notes page; 1711-BCG: www.ItwDcg.con, TPI: www.tpinst.org; YfTCA. www.sbcledustry.can; SPACING NV 24.0" J RE F- 1 V4856 1 Z07 1ft Ice: www.ipoaara.nrg Renewal date BISOY2015 — (140753-PARR LUMBER ROCKWOOD Cross Partition No. 2 Roo -- TIGARD, OR - T02) Top chord 2x4 DF-L #1&Bet.(g) 140 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=4.2 psf, wind BC Webs 2x4 DF-L Standard(g) DL=6.0 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads based on both MWFRS and C&C, reactions based on MWFRS. Deflection meets L/240 live and L/180 total load. Creep increase factor load applied percked IRC-12rsecOtionpsf 301.n5. concurrent bottom chord live for dead load is 2.00. Unbalanced snow loads have not been considered. 4X6= s s 4-0-4 b 0-4-4 •• / i 0-4-4 9-0-0 5X6= =� `� 3X4(A1) -- 3X4(A1) I` 1 'I L 1 ' > 5-6-0 T 5-6-0 >1 5-6-0 5-6-0 I' 11-0-0 Over 2 Supports >{ R=544 U=42 W=5.5" R=544 U=42 W=5.5" RL=107/-107 Design Crit: IRC2012/TPI-2007(STD) EO PROF PLT TYP. Wave FT/RT=8%(0%)/4(1) 13.01 . �c �. �s' ��a. �`3{.J� S' OR/—/1/—/—/R/— Scale =.5"/Ft. Trus-Way,Inc 360-750-1470 **WARNING** READ AND FOLLOW ALL NOTES ON THIS SHEET! • TC LL 25.0 PSF 3901 NE 68th St.,Vancouver WA •*IMPORTANT** FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. 4� REF R56 1—— 89632 _ Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and 19575 P follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety �! TC DL 7.0 PSF DATE 02/27/14 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 �- % BC DL shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of web= 1 0.0 PSF DRW CAUSR561 1 4058051 shall have bracing installed per BCSI sections 83, 87 or 810, as applicable. O '27/2014 ALPINE MIMI ITW Building Components Group Inc. (ITIVBCG) shall not be responsible for any deviation from this design, OREGON BC LL 0.0 PSF CA—ENG TSB/GWH * any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, installation& bracing of trusses. Apply plates to each face of truss and position as shown above and on the Joint Ve Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. A seal on this 14 n.20,10•N�,r TOT.LD. 42.0 PSF SEQN— 101112 drawing or cover page listing this drawing, Indicates acceptance of professional engineering L D ITW Building Components Group,Inc. i��ponslbl l lty solely far the tlesig0 show^. The NSI/TPI l ity and,.7e of ihls deelgn for any—TZ:pre Is DUR.FAC. 1 .15 FROM $C Sacramento,CA 95828 esponosiblllty of the Building Designer per ANSI/TPI 1 Sec.2. For no a InfArmatlon see:y TMIs JoD's general notes page; ITW-BCG: www.ltwbcg.com: TPI: www.tpinst.org, WTCA: www.sbclndustry.com: IDD: www.lccsafe.prg Renewal date 6/30/2015 SPACING 24.0" JREF— 1 V48561 Z07 A (140753-PARR LUMBER ROCKWOOD Cross Partition No. 2 Roo -- TIGARD, OR - T03) Top chord 2x4 DF-L #1&Bet.(g) 140 mph wind, 20.59 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=4.2 psf, wind BC Webs 2x4 DF-L Standard(g) DL=6.0 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads based on both MWFRS and C&C, reactions based on MWFRS. Truss spaced at 24.0" OC designed to support 1-0-0 top chord See DWGS A14030ENC100212 & GBLLETIN0212 for more requirements. outlookers. Cladding load shall not exceed 3.00 PSF. Top chord must Bottom chord checked for 10.00 psf non-concurrent bottom chord live load not be cut or notched. applied per IRC-12 section 301.5. Deflection meets L/240 live and L/180 total load. Creep increase Unbalanced snow loads have not been considered. factor for dead load is 2.00. 3X5= 181B l 41 5-5-15 0-4-4 If •Eri immii ■mmimmim.■Jim=■ li i ■ jmimmi11111111■iimmisimmummiLimi• ■• 0-4-4 ii mimmal 3X4(A1) = 3X4(Al) I, 1 l, 1 , L J L 7-8-8 7-8-8 r` 15-5-0 Over Continuous Support R=104 PLF U=19 PLF W=15-5-0 RL=11/-11 PLF Note: All Plates Are 2X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=8%(0%)/4(1) 13.02. P .:011 W * Ai !� S+� OR/ /1/-/-/R/- Scale =.4375"/Ft. _ Trus-Way,�{. IncS Vancouver **WARNING** GNAT AND FOLLOW ALL NOTESINC ON THIS SHEET! �� a0IiNF� cy TC LL 25.0 PSF REF *561-- 89 3901 NE 68th St.,Vancouver WA "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. (n 89633 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and X9575 P "r 9 follow the latest edition of BCSI (Building Component SafetyInformation, by TPI and WTCA) for safetyTC DL 7.0 PSF DATE 02/27/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. eiT Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord BC DL 10.0 PSF shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 60,' DRW CAUSR561 1 458052 shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. ...► ALPINE 1.1.11 ITW Building Components Group Inc, (ITWBCG) shall not be responsible for any deviation from this design,, 0 '27/2014 BC LL 0.0 PSF CA-ENG TSB/GWH any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, installation OREGON bracing of trusses. Apply plates to each face of trams=and position as shown above and on the Joint •/ TOT.LD. 42.0 PSF SEQN- 11329 REV Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. A seal on this Vi drawing or cover page listing this drawing, indicates acceptance of professional engineering 9-10Ln•20,10 �i 1' ITW Building Components Grou ,Inc. r�pOe51p1lty solely for the tlesign shoo.". The saltablllty and u e of this design for any st=7, Is D w*N DUR.FAC. 1 .15 FROM SC Sacramento,CA 95828 p the ral notes page of the G: ltling Designer per ANSI/TPI 1 Sec.2, sFor mo¢ IhoTndutlon see' This Job's general n s page; ITW-BCG: www.ltwbcg.com; TPI: www.tpinst.org; WTCA: www.sbclntlustry.tom: SPACING 24.0" CC: www..acsafe.org Reneweldate613012015 JREF- 1V48561_Z07 (140753-PARR LUMBER ROCKWOOD Cross Partition No. 2 Roo -- TIGARD, OR - T04) Top chord 2x4 DF-L #1&Bet.(g) 2 COMPLETE TRUSSES REQUIRED 1 : Bot chord 2x8 DF-L SS Webs 2x4 DF-L Standard(g) :W3 2x4 DF-L #1&Bet.(g): Nail Schedule:0.131"x3", min. nails Top Chord: 1 Row @12.00" o.c. Connectors in green lumber (g) designed using NDS/TPI reduction Bot Chord: 3 Rows @ 3.75" o.c. (Each Row) s. Webs : 1 Row @ 4" o.c. Special loads Use equal spacing between rows and stagger nails (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) in each row to avoid splitting. 4" o.c. spacing of nails perpendicular and parallel to TC- From 67 plf at 0.00 to 67 plf at 7.71 grain required in area over bearings greater than 4" TC- From 67 plf at 7.71 to 67 plf at 16.42 BC- From 10 plf at 0.00 to 10 plf at 15.42 • 140 mph wind, 20.59 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 2376.27 lb Conc. Load at 1.48, 3.48, 5.48, 7.48 8X8= anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC 9.48,11.48,13.48 DL=6.0 psf. Wind loads and reactions based on MWFRS. rh ; Deflection meets L/240 live and L/180 total load. Creep increaseUnbalanced snow loads have not been considered. 1 factor for dead load is 2.00. 6X10 6X10 111111111111116 5-5-15 116 86 0-4-4 '' 1 ,EE , 0-4-4 1 A ■ IIIII I i MEMO r18-0-0 4X12 111 12X14= 4X1210 6X10(B9R) 6X10(B9R) I, 1 , H-- 4-3-10 3-4-14 ' z 3-4-14 >I< 4-3-10 H Ir 7-8-8 ,I, 7-8-8 r' 15-5-0 Over 2 Supports R=9158 U=1062 W=5.5" R=8727 U=1037 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=8%(O%)/4(1) 13.01 . ►r a% F S OR/—/1/—/ /R/ Scale =.4375"/Ft. Trus-E 6y Inc 360-750-1470 **WARNING** READ AND FOLLOW ALL NOTES ON THIS SHEET! ci0 TC LL 25.0 PSF 3901 NE 68th St.,Vancouver WA. *`IMPORTANT** FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. �� aCf��N EFS Z REF R561-- 89634 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and 1957b P 9 fella,the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety f TC DL 7.0 PSF DATE 02/27/14 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 BC DL 10.0 PSF shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs /- DRW CAUSR561 14058053 shall have bracing Installed per BCSI sections B3, B7 or B10, as applicable. low ALPINE _ ITW Building Components Group Inc. (ITWBCG) shall not be responsible for any deviation from this deign, :27/2m4 BC LL 0.0 PSF CA—ENG TSB/GWH any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, installation& REGON _bracing of trusses. Apply plates to each face of tr"ss and position as shown above and on the Joint v TOT.LD. 42.0 PSF SEQN— 101264 Details, unless notetl otherwise. Refer to drawings 160A-2 for standard plate positions. A seal on thisVdrawing or cover page listing this drawing, Intllcates acceptance of professional engineering9'14011111.0' • 2G 190 G ITW Building Components Group,Inc. resp°"siblllty solely for the deign shown. TM1e s"Itabll1tS ane"se of Lhla tlelgn for any sir"ct"re is O�O W.N DUR.FAC. 1 .15 FROM SC Sacramento,CA 95828 p the ral notes page of the Building Designer per AN 51/TPI 1 Sec.2. For mo a Information see: This JoD's general on=es page; ITW-BCG: www.ltwbcg.cwn; TPI: www.tpinst.org; WrCA: www.sbcntlustry.com:' SPACING 24.0" J REF— 1V48561 Z07 1 ICC: www.ICCsafe.erg Renewal date 8180@015 _ (140753-PARR LUMBER ROCKWOOD Cross Partition No. 2 Roo -- TIGARD, OR - T05) Top chord 2x4 DF-L #1&Bet.(g) 140 mph wind, 23.02 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=4.2 psf, wind BC Webs 2x4 DF-L Standard(g) DL=6.0 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads based on both MWFRS and C&C, reactions based on MWFRS. Truss spaced at 24.0" OC designed to support 1-0-0 top chord See DWGS A14030ENC100212 & GBLLETIN0212 for more requirements. outlookers. Cladding load shall not exceed 3.00 PSF. Top chord must not be cut or notched. (a) 1x4 #3 HEM-FIR or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails (0.113"x2.5",min.). Truss passed check for 20 psf additional bottom chord live load in Restraint material to be supplied and attached at both ends to a areas with 42"-high x 24"-wide clearance. suitable support by erection contractor. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/240 live and L/180 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 2.00. 3X5 Unbalanced snow loads have not been considered. (*) 2x4 DF-L #1&Bet.(g) :i T Provide lateral bracing for inset member. Attach nailer . p at edge of lower roof diaphragm, or use purlins at 24" oc. % - � Illitoz3X4 —] 8 .II arAill . 10-4-4 0-4-4 0-4-4 I 4"6— 3X5= ., 3X4(A1) = 3X5(Al) X1 ' 1= 14-7-0 15-5-0 =I1 'J I` 21-9-3 4, 8-2-13 l L 14-5-12 -jsj4 6-9-3 0-3-2 7-11-10 -J 30-0-0 Over 3 Supports R=160 PLF U=34 PLF W=14-7-0 R=303 W=5.5" R=1053 U=151 W=5.5" RL=21/-21 PLF Note: All Plates Are 2X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=8%(0%)/4(1) 13.01 . ', . E. l;S. OR/-/1/-/-/R/- Scale =.225"/Ft. Trus-Way,Inc 360-750-1470 *'WARNING** READ AND FOLLOW ALL NOTES ON THIS SHEET! g 1N S/ '*IMPORTANT"" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. v C 0� TC LL 25.0 PSF REF R561-- 89635 3901 NE 68th St.,Vancouver WA (� F� Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and 19575 P follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety TC DL 7.0 PSF DATE 02/27/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. �1 Si, Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord - BC DL 10.0 PSF DRW CAUSR561 14058054 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs �- % shall have bracing Installed per BCSI sections B3, B7 or 610, as applicable. O '27/20 14 Emmy ALPINE _ ITW Building Components Group Inc. (ITWBCG) shall not be responsible for any deviation from this design, on& OREGON BC LL 0.0 PSF CA-ENG TSB/GWH any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, Installation bracing of trusses. Apply plates to each face of tress and position as shown above and on the Joint •4 TOT.LD. 42.0 PSF SEQN- 101315 Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering V ITW Building Comi onents Grout,Inc. responsibility solely for the design shown. The suitability and use of this design for any structure is 4OL D •10m N' DUR.FAC. 1 .15 FROM SC Building P P the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. sFor more Information see.'. tThls Job's (J Sacramento,CA 95828 general notes page; ITW-BCG: www.ltwbcg.com; TPI: www.tpinst.org; WTCA: www.sbcindustry.com. SPAC I NC' 247.0" J RE F- 1V48561 ZO7 1 t ICC: www.lccsafe.org Renewal date 019012015 — (140753-PARR LUMBER ROCKWOOD Cross Partition No. 2 Roo -- TIGARD, OR - T06) Top chord 2x4 DF-L #1&Bet.(g) 140 mph wind, 24.21 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=4.2 psf, wind BC Webs 2x4 DF-L Standard(g) DL=6.0 psf. :M15, M16, M17, M18, M19, M20 2x4 DF-L #1&Bet.(g): Wind loads based on both MWFRS and C&C, reactions based on MWFRS. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Truss spaced at 24.0" OC designed to support 1-0-0 top chord See DWGS A14030ENC100212 & GBLLETIN0212 for more requirements. not lbekerscut orladdinnotched�oad shall not exceed 3.00 PSF. Top chord must (a) 1x4 #3 HEM-FIR or better continuous lateral restraint to be equally Bottom chord checked for 10.00 psf non-concurrent bottom chord live spaced. Attach with (2) 8d Box or Gun nails (0.113"x2.5",min.). load applied per IRC-12 section 301.5. Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 2.00. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be during handling, shipping and installation of Truss designed for unbalanced snow load based on Pg=30.00 psf, trusses. See "WARNING" note below. Ct=1.10, Ce=1.00, CAT II & Pf=23.10 psf. 4X8 H0308 T 6 r • • • 3X6 ,, 17M1 M75M1w (a( 1) 20 12-7-0 I(al�(al'(a)(ay(al ,�)0 :a)`: s 0-4-0 '1 �� 0-41-14 T ►//////////////////////l///////////////////////////// 1////// //////////////////////////////////////////// r//////////////////// ///////////////////////////// T " 18-0-0 3X5(A1) = H0308= H0308 3X5(A1) ri�< 16-6-4 >1< 15-11-7 >I< 16-4-8 L- 24-6-0 24-4-4 J 48-10-4 Over 3 Supports >� R=102 PLF U=16 PLF W=16-6-4 R=97 PLF U=15 PLF W=16-4-8 RL=20/-20 PLF R=116 PLF U=7 PLF W=15-11-7 Note: All Plates Are 2X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) , O PRO PLT TYP. 20 Gauge HS,Wave FT/RT=8%(0%)/4(1) 13.01 . ' 'v: - FFS1.0 OR/-/1/-/-/R/- Scale =.135"/Ft. Trus-Way Inc 360-750-1.470 **WARNING** READ AND FOLLOW ALL NOTES ON THIS SHEET! ��Oj aOf aeF t 3901 IE 68th St.,Vancouver WA 'IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. (� y TC LL 25.0 PSF REF R561-- 89636 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and 19675 P -r follow the latest edition of BCS! (Building Component Safety Information. by TPI and WTCA) for safety r , TC DL 7.0 PSF DATE 02/27/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSl. Unless notes otherwise, top chord shall have properly attached structural sheathing and bottom chord i- - BC DL 10.0 PSF DRW CAUSR561 14058055 shall have a properly attached rigid cei l Ing. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 83, 67 or 810, as applicable. 0 /27/2014 mi, ALPINE limi ITW Building Components Group Inc. (ITIIBCG) shall not beresponsible for any deviation from this design. OREGON BC LL 0.0 PSF CA-ENG TSB/GWH any allure to bulla the truss In conformance with ANSI/TPI 1, or for handling, shipping, Installation& bracing of trusses, Apply plates to each face o£truss and position as shown above and on the Joint Detail, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. A seal on this '9R`on.20 19 �'f TOT.LD. 42.0 PSF SEQN- 101178 drawing or cover page listing this drawing. Indicates acceptanceofprofessional engineering O ITW Building Components Group,Inc. =74.":=,7:,,e,',"; heponslblllty solely fpr LM1e tlesign shown. The s"liablllty antl"se pf this tleslgn£nr:Z.'"="1:.!: ny'truct"re is L W W.N DUR.FAC. 1 .15 FROM SC Sacramento,CA 95828 generalpnoteslllty of the Bulltling Designer per ANSI/TPI 1 Sec.2. For more In£rrmatlon se f Thls JoD's page; ITW-BCG; www.ltwbcg.com; TPI: www.tpinst.org; WTCA: www.sbclndustry.com; 1 CC: www."csafe.drg Renewal date 8130/2015 SPACING 24.0" JREF- 1V48561 Z07 (140753-PARR LUMBER ROCKWOOD Cross Partition No. 2 Roo -- TIGARD, OR - T07) Top chord 2x4 DF-L #1&Bet.(g) 140 mph wind, 24.21 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=4.2 psf, wind BC Webs 2x4 DF-L Standard(g) :W5, W6, W7 2x4 DF-L #1&Bet.(g): DL=6.0 psf. :Lt Wedge 2x4 DF-L Standard(g): :Rt Wedge 2x4 DF-L Standard(g): Wind loads based on both MWFRS and C&C, reactions based on MWFRS. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Calculated horizontal deflection is 0.15" due to live load and 0.17" due to dead load. (a) 1x4 #3 HEM-FIR or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails (0.113"x2.5",min.). Truss passed check for 20 psf additional bottom chord live load in Restraint material to be supplied and attached at both ends to a areas with 42"-high x 24"-wide clearance. suitable support by erection contractor. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/240 live and L/180 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 2.00. WARNING: Furnish a copy of this DWG to the installation contractor. Truss designed for unbalanced snow load based on Pg=30.00 psf, Ct=1.10, Special care must be taken during handling, shipping and installation Ce=1.00, CAT II & Pf=23.10 psf. of trusses. See "WARNING" note below. 6X6 23X6� 3X6s sr 5X6-% 5)(6 '''''W6 2X40 a) 6(a) Ail\ 12-7-0 41111111111110:X4 0-4�0 IIL 0-4-14 =! of 18-0-0 1 3X4 4X12(B7R) — = 6X8F--- 5X8= 6X8-L--- 3X4= 6X8(B9R) L 6-6-10 _ 5-11-13 _1_ 5-11-13 _j_ 5-11-13 5-11-13 _1_ 5-11-13 ›,� _i_ 5-11-13 6-4-14 8-6-9 ,�_ 7-11-12 I-- 7-11-12 7-11-12 —I- 7-11-12 ,i_ 8-4-13 L 24-6-0 24-4-4 J 1 48-10-4 Over 2 Supports ;{ R=2454 U=271 W=5.5" R=2389 U=253 W=3.75" RL=289/-294 Design Crit: IRC2012/TPI-2007(STD) D PROF PLT TYP. Wave FT/RT=8%(0%)/4(1) 13.01 . ,, j: vq, OR/–/1/–/–/R/– Scale =.135"/Ft. TNS-Wap Inc 360-750-1470 **WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! ,tGINt• /OZ TC LL 25.0 PSF REF R561-- 89637 3901 NE 68th St.,Vancouver WA "IMPORTANT.' FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and 19575 P 41 follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety 7'r TC DL 7.0 PSF DATE 02/27/14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. / /� C C ly ed ctural ng ttom chord shallUnlesahaveea properlyeattachedor°igid ceiling.prLocationstshoownn forupermanentelateralsrestraint of webs ' 440111i .- BC DL 10.0 PSF DRW CAU$R561 14058056 shall have bracing installed per BCSI sections 83, B7 or 810, as applicable. t 0 27/2014 �- ALPI NE NCimi Building Components Group Inc. (ITWBCG) shall not be responsible for any deviation from this design. OREGONBC LL 0.0 PSF CA–ENG TSB/GWH * any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, Installation& bracing of trusses. Apply plates to each face of truss and position as show„above and on the Joint TOT.LD. 42.0 PSF Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. A seal on this 9,. van.20,104 �, SEQN– 101156 drawing or cover page listing this drawing, Indicates acceptance of professional engineering ITW Building Components Group,Inc. eaprnsiblllb �nlely for`M1e design show". The a"'tab 'ty a e of tM1ia design for:7.''Z,7:7,,,!: ny s rnct re Is 0/m 0 W, DUR.FAC. 1 .15 FROM SC Y tM1e esponsiblllty of the Building Designer per ANSI/TPI 1 Sec.2. For mo a Information see' tTM1is Job's Sacramento,CA 95828 general notes page, ITW-BCG: www.ltwbcg.com; TPI: www.tpinst.org; WTCA: www.sbc'industry.cdm! II ICC: www.lccsafe.org Renewal 06(06/30/2015 SPACING 24.0" JREF– 1 V48561_Z07 • (140753-PARR LUMBER ROCKWOOD Cross Partition No. 2 Roo -- TIGARD, OR - T08) Top chord 2x4 DF-L #1&Bet.(g) (**) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet.(g) :B1, 62 1.5"x5.625" DF-L SS(g): plot details for special positioning requirements. Webs 2x4 DF-L Standard(g) •W1 1.5"x5.625" DF-L SS(g): :W8, W9, W10 2x4 DF-L #1&Bet.(g): 140 mph wind, 24.21 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Filler 2x4 DF-L #1&Bet.(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC :Rt Wedge 2x4 DF-L Standard(g): DL=6.0 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads based on both MWFRS and C&C, reactions based on MWFRS. Calculated horizontal deflection is 0.18" due to live load and 0.21" (a) 1x4 #3 HEM-FIR or better continuous lateral restraint to be equally due to dead load. spaced. Attach with (2) 8d Box or Gun nails (0.113"x2.5",min.). Restraint material to be supplied and attached at both ends to a Laterally brace BC at 24" OC in lieu of rigid ceiling. Laterally brace suitable support by erection contractor. BC above filler at 24" OC. Truss passed check for 20 psf additional bottom chord live load in areas Bottom chord checked for 10.00 psf non-concurrent bottom chord live with 42"-high x 24"-wide clearance. load applied per IRC-12 section 301.5. Deflection meets L/240 live and L/180 total load. Creep increase factor WARNING: Furnish a copy of this DWG to the installation contractor. for dead load is 2.00. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. Truss designed for unbalanced snow load based on Pg=30.00 psf, Ct=1.10, Ce=1.00, CAT II & Pf=23.10 psf. 6X6 -- T 3X5 3X5 6r 6X10% 5X6s 2X4111 .•• W9 (a) " 12-7-0 3X6(**) a) —' 6 2X40/ 4X12(A1) %W1 0-4-0 .�—_ 4111111111\ 0-4-14 W� R1 da m _ u: �1 18-0-0 1 I / -- 2.% B2 4X8= 2.75T 8X8_ 6X10= 5X8= 6X8= 3X4= 1-0 oX4—SS0919(SRS) = 3X4= 6X8(B9R) --a—I— 10-6-0 —F— 35-10-12 —I 1-781$4,_ 5-6-15 �I� 4-10-0 5-4-15 __ 5-11-13 >I< 5-11-13 j 5-11-13 J_ 5-11-13 6-4-14 2-5-8 5-9-12 4-8-4 -1-2.-i- 9-6-8 7-11-14 '1 7-11-9 - 8-4-13 24-6-0 J, 24-4-4 J 2-5-8I 10-6-0 DoT 33-10-12 �I \ 48-10-4 Over 2 Supports R=2393 U=271 W=5.5" R=2372 U=252 W=3.75" RL=289/-294 Design Crit: IRC2012/TPI-2007(STD) 0 PROF PLT TYP. 18 Gauge HS,Wave FT/RT=8%(0%)/4(1) 13.01 .0- J: - '- FSr OR/-/1/-/-/R/- Scale =.135"/Ft. Trus-Way,Inc 360-750-1470 '"WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! oG 1 1 E �O TC LL 25.0 PSF REF R561-- 89638 3901 NE h St.,Vancouver WA "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. AQ 1. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and 19575 P i >'r TC D L 7.0 PSF DATE 02/27/14 ) follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord ' 601111 - .41111i' BC DL 10.0 PSF DRW CAUSR561 14058057 shall have a properly attached rigid ceiling. Locations shown for per lateral restraint of webs shall have bracing Installed per SCSI sections B3, 67 or 810, as applicable. 27/101A_ ALPINE Immilm ITW Building Components Group Inc. (ITNBCG) shall not be responsible for any deviation from this design, K..1.) RLEGLOINYBC LL 0.0 PSF CA-ENG TSB/GWH any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, Installation&bracing of truss s. Apply plates to each face of truss and position as shown above and on t e Joint TOT.LD. 42.0 PSF SE N- 101344 Details, unless notetl otherwise. Refer to drawings 160A-Z for standard plate positions. A seal on this t20 199 Qdrawing or cover page listing this drawing, indicates acceptance of professional engineering /�ITW Building Components Group,Inc. thapoesponslbl,lityeof the BulltlingDesigner pereANSI/TPI11t6ec^Z.usForfmoresingntion see s",:,:: ,,,!: O •O W'NDUR.FAC. 1 .15 FROM SCa /n Sacramento,CA 95828 general notes page; ITW-BCG: www.ltwbcg.cwn; TPI: www.tpinst.org; WTCA: www.sbclntlustry.con: SPACING 24.0" J RE F- 1 V4856 1 Z07 ICC: www.lccsafe.org Renewal date 5790aO15 _ (140753-PARR LUMBER ROCKWOOD Cross Partition No. 2 Roo -- TIGARD, OR - T09) Top chord 2x4 DF-L #1&Bet.(g) 140 mph wind, 24.21 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=4.2 psf, wind BC Webs 2x4 DF-L Standard(g) :W5, W6, W7 2x4 DF-L #1&Bet.(g): DL=6.0 psf. :Rt Wedge 2x6g DF-L SS(g): :Lt Wedge 2x4 DF-L Standard(g): Wind loads based on both MWFRS and C&C, reactions based on MWFRS. I Connectors in green lumber (g) designed using NDS/TPI reduction factors. Calculated horizontal deflection is 0.16" due to live load and 0.18" due to dead load. (a) 1x4 #3 HEM-FIR or better continuous lateral restraint to be equally spaced. Attach with (2) 8d Box or Gun nails (0.113"x2.5",min.). Truss passed check for 20 psf additional bottom chord live load in Restraint material to be supplied and attached at both ends to a areas with 42"-high x 24"-wide clearance. suitable support by erection contractor. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/240 live and L/180 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 2.00. WARNING: Furnish a copy of this DWG to the installation contractor. Truss designed for unbalanced snow load based on Pg=30.00 psf, Ct=1.10, Special care must be taken during handling, shipping and installation Ce=1.00, CAT II & Pf=23.10 psf. of trusses. See "WARNING" note below. • 6X6 • T 3X6-0- 2 3X5 sr 5X61% 5X6 W6 2X4�� " a)(a) WS12-7-0 /4\4-' 4 • 0-4-0 0-6-7 1 ` I �� • in - i „ 18-0-0 1 4X12(67R) --- 3X4= 6X8= 5X8= 6X8—= 3X4= 6X8(B1OR) L 6-6-10 _�_ 5-11-13 _ � . 5-11-13 ,�_ 5-11-13 5-11-13 _�_ 5-11-13 _�_ 5-11-13 _ � - 6-1-12 8-6-9 -I- 7-11-12 -� 7-11-12 c 7-11-12 -I- 7-11-12 -I 8-1-11 L- 24-6-0 -I— 24-1-2 J 48-7-2 Over 2 Supports R=2445 U=269 W=5.5" R=2376 U=252 RL=288/-292 Design Crit: IRC2012/TPI-2007(STD) p PROF PLT TYP. Wave FT/RT=8%(0%)/4(1) 13.01 . ' . 3: _ FSS, OR/-/1/-/-/R/- Scale =.135"/Ft. Trus-Way,Inc 360-750-1470 "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! 04311414- 'O TC LL 25.0 PSF 3901 NE 68th St.,Vancouver WA "IMPORTANT** FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. y REF R561-- 89639 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and 19575 P follow the latest edition of BCSI (Building Component Safety Information, by TP! and RICA) for safety r , TC DL 7.0 PSF DATE 02/27/14 a 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 �- �i4151 BC DL 10.0 PSF DRW CAUSR561 14058058 shall have a properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 83, B]or 610, as applicable. 0 '27/2014 ALPINE ITW Building Components Group Inn. (ITWBCG) shall not be responsible for any deviation from this dInstallation ign. OREOREGONBC LL 0.0 PSF CA-ENG TSB/GWH any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, Instllati & bracing of trusses. Apply plates to each face of truss and position as shown above and on the mft., int TOT.LD. 42.0 PSF SEQN- 374726 Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. A seal on this 9w•4.401,20 19414.,:f drawing or cover page listing this drawing, indicates acceptance of professional engineering O N — ITWBuildingComponentsGroup,Inc. LM1 7:�'b'IitY solely for the design shown. The s"Itablllty and"se of oM1la design for any svuct"re is CD W. DUR.FAC. 1 .15 FROM SC CA♦ o o esponslblllty of tM1e Bulltling Daslgner per ANSI/TPI 1 Sec.2. For more Infnrrmatlon see' TM115 Job's Sacramento,CA 95828 general notes page; ITN-BCG: www.ltwbcg.com; TPI: www.tpinst.org: WTCA: aww.sbcindustry.com: i ICC: www.lccsafe.org ReneweldMe&90@015 SPACING 24.0" ,1REF- 1V48561 207 (140753-PARR LUMBER ROCKWOOD Cross Partition No. 2 Roo -- TIGARD, OR - T10) Top chord 2x4 DF-L #1&Bet.(g) 140 mph wind, 24.21 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=4.2 psf, wind BC Webs 2x4 DF-L Standard(g) DL=6.0 psf. :M15, M16, M17, M18, M19, M20 2x4 DF-L #1&Bet.(g): Wind loads based on both MWFRS and C&C, reactions based on MWFRS. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Truss spaced at 24.0" OC designed to support 1-0-0 top chord outlookers. Cladding load shall not exceed 3.00 PSF. Top chord must See DWGS A14030ENC100212 & GBLLETIN0212 for more requirements. not be cut or notched. (a) 1x4 #3 HEM-FIR or better continuous lateral restraint to be equally Bottom chord checked for 10.00 psf non-concurrent bottom chord live spaced. Attach with (2) 8d Box or Gun nails (0.113"x2.5",min.). load applied per IRC-12 section 301.5. Restraint material to be supplied and attached at both ends to a suitable support by erection contractor. Deflection meets L/240 live and L/180 total load. Creep increase factor for dead load is 2.00. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of Truss designed for unbalanced snow load based on Pg=30.00 psf, trusses. See "WARNING" note below. Ct=1.10, Ce=1.00, CAT II & Pf=23.10 psf. 4X8= T • 6 , 3X6 3X6- 17M1 M1. 1 12-7-0 IlIiF - .. 0-6-7 +18-0-0 1- ►iiiaiiiii%22%%2M/i72Mi//i277///%ilii2222/////'fi,444Wiiiiiiiiiiii,/,!!4 iii//////i//%222iiiiiii !i�iiii///�/%2%%%/i//%2%%%%%%/i�iiiiiiiiiiiiiiiiW 3X5(A1) = H0308= H0308= 3X5(B2) 16-6-4 :.1c 15-11-7 J< 16-1-6 J L 24-6-0 J, 24-1-2 -J 48-7-2 Over 3 Supports >1 R=102 PLF U=16 PLF W=16-6-4 R=97 PLF U=15 PLF W=16-1-6 RL=20/-20 PLF R=116 PLF U=7 PLF W=15-11-7 Note: All Plates Are 2X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) W PRIDE PLT TYP. 20 Gauge HS,Wave FT/RT=8%(0%)/4(1) 13.01 . 0, 10;4 • FSS OR/-/1/-/-/R/- Scale =.135"/Ft. _ Trus-Way,Inc 360-750-1.470 URWARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! �< oGiNF�� /may TC LL 25.0 PSF REF R561-- 89640 3901 NB 68th St.,Vancouver WA ""IMPORTANT"" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. Trusses require extreme care In fabricating,dingChandling, shipping, installing and bracing. Refer to and 19575 P 9 TC DL 7 0 PSF DATE 02/27/14 follow the latest edition of BCSI (Building Component Safety Information, by TPI and RICA) for safety , / practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. \// Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord BC DL 10.0 PSF DRW CAUSR561 14058059 shall have a properly attached rigid ceiling. Locations or 81own for permanent lateral restraint of webs �- % shall have bracing Installed per BCSI sections 83, B7 or 810, as applicable. 0 ��/�O14 ALP1 NE TN Bulltling Components Group Inc. (ITWBCG) shall notrplates to each face of truss and position as shown above and on be esponsible for any tlevlation frau thio design, OREGON BC LL 0.0 PSF CA-ENG TSB/GWH mmmor - any failure to build the t s in conformance with ANSI/TPI 1, or for handling, shipping, installation& bracing of trusses. Applythe Joint '9 42.4. �' 20.,9� •/ TOT.LD. 42.0 PSF SEQN- 101182 Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering ITW Building Components Group,Inc. �n "�'b"'ty selely for iM1e desl gn sheen. TM1e suitability and use of this design far ane'Tpet°re Is Rpt 0 ,Ns' DUR.FAC. 1 .15 FROM SC CA 95828 al notes page o£the Bulltling Designer per ANSI/TPI 1 t.org: For more Information se Thls Job's Sacramento,CA general notes page; ITW-BCG: wwn,.ltwbcg.com; TPI: www.tpinst.org; WTCA: www.sbclttlustry.com; ' SPACING' 24.0" ICC: www.lccsafe.org Renew.Ieffieersono�sJREF- 1V48561 Z07 i . a51e Stu 0 RES'lnf'orcnN any De-tial., ASCt- 7 10 140 rli3Is W'nD Speen, 15' Mean -ei JIn, ncos()DI, PixLosUrp Kz t -- 1 00 0e, 120 6oh Wind Speed, 1S' Mean Height, "071) y Enclosed, Exposure P, Kzt - 100 Or, 120 ,ash Wind Speed, 15' Mean Height, Enclosed, Exposure O, K'zt - 1.00 Or, l00 mph Wind Speed, 15' Mean Height, Partlai,y Endo sed, Exbos,:.re G, Bet = 1,00 1 -e uar✓l Vertical I 9x4F3 1 Brace No IS1) lx4 "I ° Brace a (1) r3 x4 "L" Brace x (P) 2x4 "i' {trace ax (1> 2x6 6 'L""I " Brace x E1B) Px Brace xx Brae'nq Sroup SoEcIes and Graaes, s Spcing Species Grade Group A Group Croup A Group B 'Group 4 roup B Croup Q ;Group B Oro,c_ 4 (OIGou^ i3 GroLAD A Braces a 3„ B 11 0 3"_ 8' 3' E" °I.'4/14 u2 sta,dard J Ni / #c 8 0" '0' 10' 13' 4" 13 ['.10„ 4 Cr 14 3 4"J"3�� y 0 e�F� Stud 6 1 8 6 8 10 0 1" 0' 6' 3' 0" 4 cl H r S 1,40 4 1' 2" _ Standard 4 1" I - - - --- - ah3h S th nRap .__ -.. -_.. Sou e n 0° 14' e" a Sta d� 0 i. I o i1 S" 6" 3' 1C' 0' 6" 3' 3' ]C" y[as rexxx OE I 41 4' 4" 7' 4" 7" 8' 8" - 9 0° 0' 3" C' 8" 3' I 4' 0" J f a d a 42 0 3" 10 B' 3' 6 14 1/ 0 r - tud S �I ' 43 4 " 1" d" 3 — - andard Standard o _ 7' ]1 8 C 1 1 LO 6' 1" S" 13' 3" 4' 0` 14' 0" -nisi s3 I - 0 1 I_ Stuff 4, 1„ 5' 11" 6, 4„ 8, 0, 7„ 10' 6„ 42, o" 3' 0„ 4, 0 2 G, S" 6' 1C„ 4" 9, 3„ 0' y' 71 6^ �, St - 0 14 3 J Standard 3' ll '� ro[aC) _'3' 8 8 10 I 10 3" 11 B' 12 ?' 14' 0" 14 7' 4 14' 0' g r A;� 4 1 8 8 8' 8" 0 1� =n 0 4 C 0 1 0 nlltc J H� OctSnaard 4' 8" g' P„ 8 CL„ 8„ „ 2 1U 0 i l4' 0 14 0 6 9 8 10 1 11 7 1r 14 ., 0 4 14' 0" #1 ' 0" 8' 8' 8" 9 11' 10 `3" P„ ,a 3' 4' 0" 14 0" 14 0'_ 4,I 0" #2 4' tl 8' 4" 8 8" 9 10" 0 3 H" 2 2° 4' 0' 4' �" 0" 2 43 4' 8" 7' 3" 19" P 3" 10 1" , 7„ 1P 14' 7" 14' 0" 14' 0" 14' 01 $1 e - Stud 4' 8 7' 3" 7 9" 9' B" '0' 1" 11' 7" 2' 1x4 Braces shall be SR3 (Stress ,Rated BoarcO �-1 11 1 1" 14 14 0" 4 4' Ixxx _ ,, 1 1 12 13' 14' 0" 14 1C' So, Pine s on: Industrial Crour B, Standard 8„ G' 3 6 8 8 x 8' 8 0� ;, 0 lbon ix4na , Pine tria55 p �C - _ - 10' B„ _..-lit _.._ 11;, 9" 13'i3, .3„ -I4 0 _1,4 _-- -_ - - - - _..used with tcd e;e grades, Nle T #G 5 5" 9' c" 9 a 0 10 ll 3 0' q� 0 �� he 79 0" 3 9' 4' 4 0' 4' L' ss lezall Notes; :__j �_� Stud1" 9 0 9 4 10' 8' 11 I" 2 9" 12' 3" 14' 3" • 14' 0" 14 0 14 0" Wind I oaf, der::_c.ion ccaterion is I/240, Standard 5' 1" g' '1 1" 12 113 63" 1 L" 14 0" 14 0 h Provide :,plift con".ec ions -or :3 plF over X #1 5 6" 9' 3' i-- 9 7" 10 11 I 11 4' 0 14 0" - 4' 0 ont r anus hear r [` [' B d) �_..# S C" �� 11, 10' ,, B" 1, 1„ " 3 3„ 4; 0, 0„ 14' 0;, 14 p�c e 4, P„ o Lon } L 33 0 1„ 4„ 9 _-_ ` 3 S" 1 0" ' 0" 14' B" S with 2' 0" overhang, or IR"�plywood overhang _ � �„ � i o end 14 J 1~ Stua S 1 8 4 8 11 0 8 9„ 3" 14 7' 4 0 4 0" q y p y overhang, I _ L , __ - 1.,, a 4, o its toad nt[oo t- c _ -__ ..4 I - �1 0" 14' �" So,erAl-S'" ,t� tary,, 2012 ^ul based on no. Standard " " 9" 9' 8° 0' 4 9' 4' design values gyri` r �J - - About AL acn hr yes w .h lOd :0728"x3,0" min) Halls, Gable Truss { Xo M; ' a brace space nails at 2" c. Fn 18 end zones and e" OR between zones, Diagonal brace option: 1 X r (2: "13 braces: sone { is a t- 3" ac, vertica, length oGy be - .I I n 18" end zones and C," ao between zones, nal brace .s .asea. 1 doubled when dingorrect 118 °L" bracing m:.st be a "annum or- 80% of web menber tang Lh. Bra dla on brace For 450#1 .,L„ 1 , i - - l 9 at each end, Max webIcltN total length a 14', ece1ouble c.nt X 1 - ther ,.ha1as shown; a t ii_ upperend if :� - - l L 1 1F� -_ j II L cJ p L. Leak, of e, and heel pa tes / / / % •E ►t• ' / 77 Connect diagonal at 1/ alcove fOB {"� Refer '.,o the Building Designer' For cond�t Ions b� G iris. g h a:, midpoint of ver•tical web, �� -s ON THIS DRAWING!2e6er to chart � l;h, nod addressed b wARNIN6 READ AND FIRE OW Al NOGES 19575 P 1NPORTANT FURNISH HITS DRAWING [El ALL r.NTRAL ORS [NEED 1N IE INSTALLERS. — - �— __/ Trusses p t e f b r q h dl g -tdpp' ginstalling d bracing. Refer t and • T� ✓ -- -- r ASTLA/ 17 ��,4]4015 .,gr-.11. 11 follow thelatest editionf BLSI (B di ng Component S f t Information,✓by T [ d WTLA f safetyI'''''' 1J A ?�1A�12 - /� p t' t { g f t l shoe provide temporary b g F 3.51. ^ /J ll l i otherwise, properly attached L, sheathing d tt p h° 0 27/2014 DRV/(77. Al 0151-NC100� c chord shall h p ly t 'h d rigid selling c c shown for Hent lateral restraint f webs shall h bracing installed p BCS tons BB, B7 o BIG, as applicable Apoly [Rates to OREGON face of truss and positRn ns shownpositabove and on the 3 t ')_t is unless ro d . otherwise. •VI 27/14 lBuilding Components Group Inc. Mere, d g 160A-Z fstandard I t positions. A,20.10 �rTW H d g Components C p Inc. shad t be responsible f y d v t' from this drawing, any -1-OLD r •N MAX, A X, TWA _J . - 'SO PSSf t build the tconformance with ANSII or f handing hpp Installation & • bracing r trusses. n l thisdrawing coverp g listing this drawing, d,-at n , otnnrP of p f s engineering responsibility solely f rh Ah h suitatility and usR of this "Renewd dale 8130Y2015d o y strRcture is the . lhe Building 9 D 9 ANSI/TPI 1 Sa Earth City,MO63'045ScIb these websites, TWBwww [PI, wwwtors tor°, w Atwww.sindustrvorn .-. ICC. www ccsa _.oro MAX, N ALINE ?/,l)" Q � . 0 ', ' QQ Qin 17 0r I et--In Very OJ , SablE Truss Plate Sizes I Abouti Refer to appropriate 11W gorge detail for - minlmur plate sizes for vertica, studs, 0.1 eRefer to 'Engineered truss design for peak, i splice, web, and Hee, plates, 1If pante vertical plates overlap, use a l single plate tha I covers the total area of • i s• par the overlapped plates to s ar the web, pale 1 v Ical I P / '> sr Example: X4 Q� typ, _' 2X4 X8 r eirforcc er.t An m � I ' ac men t Detail � n Re. '� i_ fo cin9 T Relnforuno J Memaer Member V �J roenaillir - Fnd-nail er Orrin memb s �Q p Lf evert +r to T" �, CI // „T„ - - Provide connections for uplift specified on the engineered truss multiply increase by length (based on , gin__ uss design. I appropriate I1"W gable detail) Attach each "T" reinforcing member with I End Driven Nails, i Maximus allowable cc"for ceigable bale vertical 10d Common (0.148'x 3.",m n) Nails at 4" o.n, plus I len th Is 14' from ton to bchord, (4) Halls In the top and bot tom -fiords, """ Reinforcing member material must match size, _ _ PC Rigid Shea thing, TOE nai.ed Nails: ��bie and grade o l' rnnq member --- -- ld Cor^man C0,148"x3",min> Toenail at 4" o,c. p,us >„�n I „T„ N2-3 ays 4) toenails In the too and botom chords t- T Re�C r QHS W� Brace 1174 K1 ein o l This detail to be used with the appropriate ;TW gabio detail for OSCE MN Size Increase einrorcng wind lona. Member' ASCE 7-98 Gable De taiDr �x4 30 -__ Exam awin;s A13015980109 A12015980109, A11015980109, 410015980109, -- p. A13030200109, A13030280109, A11030980109, A10030280103 ASCE 7 ;C Cable Ninls ASCE 7-02 Gable Detail llc w `^eon Roof Ne ings , Wind Soeod 12C mp'c ght = 30 Kg - 1.00 Truss�i Spaced At Ail 15020101 A1a0150201-09, A11015020109, A10015020109, A1405009'0109, j Liable V-:rtlnal = 24"c.c. SP #3 A13030020109, _ - Al41203 ..00-0109 A110 _ ..002[ i - ,. 7109 A ]00300c0109, 411030020109 Reinfo. _,.no Member Size - 2x4 ASCE 7-05 Gable Detail Drawings "T" Drace In_rease (From Above) = 30% _ I,30 A13015070109, 413331O050109, A11015050109, A100150S01D9, A1401503,0105, :1 l'r( "L" c3race �nqt� = g' 7" A13030050109, A12030050109, A11030050109, A10030050109, A14030050109 4 1 Length Max'muc "7" Reinforced Gable Vertical ASCE 7-1D Cable Detail Drawings 1.30 x R' 7' 11' 9" A11515ENC10021P, A12015ENC100212 A14 - --- - - O15FN'C100C1P, A160156VCIOOPI2, ----- A180.5CNC100212, A20015ENC10021 , A2001SEND100212, 4120015PED10021P_, 4 Nags L A11530ENC100212, A12030ENC100219, A14030ENC100212A16030ENC100212, Ceiling A18030ENC100212, A20030ENC10021P, AP0030END100P12, A2 Tv" ir�" See appropriate ITW gable detail for maximum 3nreinfor•ed c. - • ft'. •nothailri . WARNING READ AND BSI LOW ATI NOTES LTH THIS DRAWN . \ xxlMPOR NI KNISH GHnRAwrNC T❑ Ai_ CONTRACTORS IND TIDING P 'RI, A TT �Rs 19575 P10 . -1N VER 1 - ./- `- Trusses r t e br ting, handling, hpPn9 installing d b ..J. Refer andf the l t lit BCSI (Building Component Safety In° t by TPI d WT'AJ for safety A . + =D A P/18/1? Untess /1P performing theseI stall ll provide temporary bab Bf OAP A,'then top chord shalt haveproperlyattachedstructural h thing a D2W(, 3LI f IN0212/27pr' 7/2014IIIITch d huh properly .z h gd ng Locations s p st ntof -p shalt h bracingtatted p. ECM _ton B3 B7 o BIO, s o pl b A p.y pl to t°each CP trxss and position as shown anovpand or the Joint Details. /mess noted ptherws_Building Components Group Inc. Refer to drawings 160A-7 PC, standard pia-Le powtons J W s kiln r -,enc Group u not bl. for deviationnn th d �� 20.19 r f l b 'ld thetruss - y 'ng, any '��0L MAX. T�1T A PSS wth ANSJ/TP for h deny, h'p t ll t' & D l), bracing of trusses. A seat on this drawingor .rhpaq listingh drawing, 'tdlcn sponte of pfomat eg nepob.+ ftyn y - - - '- blit dr g e r y ;_ e p sbl y n B Id q n 9 P ANSI/ i s of this R FA P 'w anD s� information ss thlob'sgent eral notes page and these web Renewal dale 8f96/30/20156 Earth City,M063045 For - ' ___ MAX VeArTNA 24 n° FlaIcle Stud Reimorcement Leta ASCE C- 0 14C mph Wind Speed, 3C' Mean Height, 11nc ,:;sed, Cx,posurp !<z t - "' ,C0 Er, 120 Iepu Wind Speed, 30' Mean Heigh , Parially Enclosed, Exposure C, Kzt 1,,05: Or, 120 mph Wand Speed, 30' Mean Height, EneLosea, ExOosure 17, Kzt 1-00 "Jr, 100 mon wind speed, 30' Mean Height, 'Partially Enclosed, Exposure D, Kzt 500 x4 Braces -rout A 2: 2x4 L" Brnc.edCll PxE 3race C2; 2x6 ace XX, 9 P P Gabler l n No Brach Grou Species and Na adesi Spacing Species al [tradeacre x„ Croup B 1,0 2x4 L� Brace Bx 'Group A Group B Gro p _ Grou A orour x 8' —i-- a roJ 8 tanda�Oa ##Jc _ W L #1 / H 4 1 6 11 P" 3" 9' 6' 9" 0' 2 0 4" ;4 p0 4 SBS Hem-Fir #3 �� 9 8" 0' 0" 2' 8" 3 4' 4' 0 Spruce p �i12 S S Lud _Standard C 6 c" C �„ 8 1„ 8 3 0° �� Saud 3 aStandard 5„ 0 8 2 4' 4 3 Stud 3' B 6' JO" 8 g' o` 9' 8" 0' 0" 1P' s" 13 2' 1/I 4 0J H� 4 >„ 0, 3„ 8 3„ 8, 7" 9 0' 2' 11 3 ,�„ 4 l" �1 0 i� _ 7 -_ - .. n Dou :as arcn _doth- r ex x #2 4 1" 6 P 8 2 8 6 9' 10 12' 10 z„ 4, 0" 14, Aad .2 3 0 S - 19 #. 3 10 5 F� 5 10 4" 1 7' �0" 9 8" 0 11 6" 4' a' [ 0 0 S d 0 S` 0" a" ' W i .DF �L ` -�- 7 1- 8 — 0 0„ 5„ 4, 0 Standard' Standard 2' 14' Standard 3 8' 4' 9" 1 6 4" 6' 0" 8 7„ (droop rS 41 / #2 4 8" 7 11' B' 3„ 4„ 9„ 11, 2' 1 7" 14�' 0" 11 emF 8 I" 0' #3 4 - _ 0" 9' 7„ 110" C" 14' 0" 14' 0" 4 14 0" U s 1ud Bt - , I #1 4 . 8, 1„ 9, 3„ 9, 7„ 11' 0„ 11' 6" 14' i" 14 0 14 0" 14' Standard 4 t" 7' "C" 8' r' 3° 9' 7" QJ O 0" 1 6" 14' 0" 14 u _ 14 0" 14' 0" #1 /, 9„ 8' 0, 8 3" 9 1S „ c , n„ r- F r L _- n Pnerxx „ i 9 9" 11 11 8" 14' 0` 14' 0` � 14' 0" lc' ,„ � h Southern ar S P H2 4' 8"' 7' 11 8 3" 9' 4" 9' 9" 2" 11 7 _4 0 14 0 4' 1„ Dou t a 0 S 1 „ a arc W �_ Spud 4 S` - G' 9 I P _ I 7 J, 8' 4 -'-.-p„ 14 0" 14 0 'wwe bralxc Sc - use only^Industria _ c " " " 10 C" 11 f 12' 3' 14 1' 14- 3" 14'- oss-Ra Led Board), industrial 4G Stress. Rated Boards. Group B, Standard S" 0 6 3 Q #1 / #2 2 8 9 1 _0 4 ,0 9 G ��P #3 4' 10" g' 7„ 8 11" 2, _ 4' 14 4 �� 14' may with these grades _� 0' 0' 102 107 1 2 1,' 8 14 0' 14 5 0' 14 0' '4 0` ,,so U _ Stud _ 4' 10" 8' 7 8 11° 0 �„ 10' 7' e n r Lam! 1 rtisa Ce rel Notes: ' P ' 8 .4' 7 ]4 4 0' 14' 0' Wind Load�dcf lee tion criterion�is�l /24[)� O Standard 4 10" 8' 7" 8' 11' 10' 2" 1 c .- --.� 8 9" 9 1; -._- 10' 4" C 7 l /. 1 8 14 0 4' 7 4 _0° I Provide upliFS connections nor CD p, C5 Fs' S #1 S, 8, Be4 0' 9' �lP' 3" 9„ z, 0 X, 14' able en over X 43 _._ i0' 7" 2„ - 1C 14' 0 �--4 0 4 7" I 14' 0" with end Psupve ams.dad from m4 wood Xs paf -FE Dead Load), Ct St t lard 4'-_10" 7' 9" 8 3„ -0 a' „ C 88" 14' u" 74 C„ 1 Sc Sine ',umber design values bused on tlool<er�; y overhang �� 0 2" 0' 7" 2" 8" N 0' 4 t„ 0„ 4 0„ 9 2 1 9 7 a ,"' 12' 8" 14' L 14 r 4 C„ 0" 14 �" AL January, 201 ruling, Symm lc:T - About Attach "L" braces w.th 10d•C01 R 3,^," min; nails. I Sabi. rus 4D X For (1) o, bra3e' space naj's at c" c. �u in 18" end zones and 4" c., between zones. Diagonal brace option: - W�':'or (2) braces. snare nails at 3' ac P T c vertical length may be in 18" end zones and 6" o,c. between zones, 755 !doubled when diagonal +� 8" * "L' brad-3 must be a minimum of 80% of web brace s used. Conner:t - t member en' h diagonal brace Don 527fik L, i. ' g -- at each end. Max WO) Brace - - - 91, f able Vertical Plat Sizes total length Is .4'. � _ 2x6 DF-I 42 or Vertical _r p No Splice P_ _ Hess the 4 0 '.5X4-_ better diagonal i i G cote than / 0 but Vertical .ength show^ brace; single ,ess than I,' G" 2SX4 in table above, 45' CP double cut 3 (;� la .� Gren th_ tna� 11' L-" -, 3,5X4 in l ,r Ij(as shown)dnt -- Q + Refer 'o com'non L.. -- L 1, truss aegn for ntinu ,,, upper a _ _ _ �- �_ "� � _ A and heel f to Oak, 7l e Connect oho °nal at bus Bear; 4 x*W ARN]NGi.ax READ AND FULL OW AL ��d ----- Reserto the Building Designer For conditions F7 > not addressed by this detail, midpoint of vertical web, 'w3 `2efer to chart above For - _, eth, NOTES Ola, -HIS DRAWING! - 19875P . - A QS_Lt7 1l_ -. GA_.-B_-140_30I PORTANT FURNISH THIS DRAWING TO ALL -NRA. ORD INCLUDING THE INSTALLERS. , rT q ex are fabricating, h 9 shipping, land k to and / LATE P/14/12 IIIIw / t i t t edition f BCSI (Building Component i s of tion, by and f nfel I ,0„_ p t p t pef g thesefunctionsInstallers shalltemporary bracing ,nHCS[. allU d otherwise, top .ho shah ha p rly attachedstructural heathing d bottom O '27/2014 D WG P140 30ENCi00212chora shall have h gid eT g. Locations shownFor permanent l L eant webs shall h q tr d A B3 o BapplicableApplycastes OREGON face f t and p r shown ab d the JoT D t T., unless noted thtee. 94;i27/110, .Building Components Group Inc. Ref t drawings 1604-7 fstandard pl t p - r A.20i eac I'W B ld q p a t C e I shah t be r.spo be for any f h' drawing, any �0LD ,W. MX. TDD 63 PSS- l t build t' ,> n conformance ANSI/TPI 1, or For handling, g, installation &- bracing of trusses, A -ea: on this drnw.ng or cover page ,sting this drawing, indca -s aceen tante '- -- -of professional engneening responsibility solely r the design! shown Ilse -uatab'.it drawing for structure o theBuilding n v ,Se of this Renewal dale 8190f2013 r t For y e this the o Les peg w web sites, ANSI/TPI 1 Ser.2. Earth City,MO 6�O45 of Don t general the --- -- 0 wBCC www wbeo,.- n TPI www.tonet,a ai wTCA, wwwsb duetrv,n,o Ice: www,.eafe,ora MAX, SPACIINIU P4