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Plans (6)
Sr.L)l (-1 - CCi/SU G /2 sw Xr-44t ITW Building Coicripor.eitti Gyoup, Inc. t . L = s. 8351 Rovana'''rae Sacrrmento,CA 95828 (916)38'-0116 Page I of 1 •Doctunent 1J:'V48561-20727091022 SEP 92014 Truss Fabricator: Trus-ray, Inc ,f4 tY�f .lob Identification: 140753-PARR LU BER RC"..Kr00D Criss Fart i t i un No. 2 Roo -- T I CARD; ,;� ` ` ' Model Code: IRC "JUL?R -,s t'iltt'Cr.i;r Truss Criteria: I RC2012/TP I-2007(STD) , p PRO Engineering Software: Alpine proprietary truss analysis software. Versions 13.01 ' Fcs,,a Truss Design Loads: Roof - 42 PSF 9 1.15 9u ..tion c1GINEF� ,y F l oor - N/A 19575 P Wind - 140 IPH (ASCE 7-1C-Clas.:d, elk Notes: 02 7/2014 OREGON 1. Deternination as to the suitability of these truss conponents for the structure is the responsibility of the building designer/engineer of Q /"'40•1°� ' record, as defined in ANSI/7P! 1. OLD 1IV 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR561 rtes dote e,aono15 Garold W.Heal Details: A1401510-GBLLETIN-A1403010- Subnitted by GBH 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--T04 14058053 02/27/14 5 89635--T05 14058054 02/27/14 6 89636--T06 14058055 02/27/14 j 7 89637--T07 14058056 02/27/14 8 89638--T08 14058057 02/27/14 9 89639--T09 14058058 02/27/14 10 89640--710 14058059 02/27/14 OFFICE COPY r • SHEARWALL SCHEDULE MARK SHEATHING EDGE NAILING F'ELD NA'LING NOTES 7/16"APA-RATED 8d @ 6"O.C. 8d @ 12"O.C. TYP. EXERIOR WALL " v SHEATHING - I _ 7/16"APA-RATED 8d @ 4"O.C. 8d @ 12"O.C. DvLJBLE STUDS AT _ v SHEATHING PANEL EDGES 7/16"APA-RATED 8d @ 3"O.C. 8d @ 12'0.‘ I L)OUE-LE STUDS AT SHEATHING :. PANEL EDGES D 7/16"APA-RATED DOUBLE STUDS AT v SHEATHING,EACH SIDE 8d @ 4"O.C. 8d @ 12"O.C. PANEL EDGES OF WALL © 7/16"APA-RATED v DOUBLE STUDS AT SHEATHING,EACH SIDE 8d @ 3"O.C. 8d @ 12"O.C. PANEL EDGES OF WALL HOLDOWN SCHEDULE MARK 'SIMPSON'HOLD DOWN ANCHOR NOTES NOTES aNONE REQUIRED N/A SIMPSON MSTC40 N/A DOUBLE STUD MIN. - a SIMPSON MSTC48B3 N/A DOUBLE STUD MIN. v a 28 16d FASTENERS BELOW © SIMPSON CMST12 N/A 4X6 END STUD FLOOR AND 28 ABOVE FLOOR SIMPSON HDU4-SDS2.5 SSTB2OL DOUBLE STUD MIN. SIMPSON HDU11-SDS2.5 SB1x30 6x6 END STUD - SIMPSON HD19 PAB9 WITH 12"MIN. 6x6 STUD MIN. 6 EMBED SHEARWALL AND HOLDDOWN NOTES: 1. ALL PLYWOOD EDGES TO BE BLOCKED 2. USE 2x PRESSURE TREATED MATERIAL WHEN IN CONTACT WITH CONCRETE. 3. ALL EXTERIOR WALLS SHEATHED WITH CONVENTIONAL SHEATHING TO BE SHEATHED AND NAILED PER SHEARWALL SCHEDULE'A' 4. ANY FASTENERS EXPOSED TO WEATHER TO BE GALVANIZED. 5. HOLDDWONS OCCUR AT EACH END OF EACH SHEARWALL SEGMENT U.N.O. 6. LAP WALL TOP PLATES 4'-0"MINIMUM W/(8)16d EACH SIDE. 7. 'SIMPSON'PRODUCTS SHALL BE INSTALLED PER MANUF.SPECIFICATIONS. 8. SHEATHING ON SHEARWALLS SHALL NOT BE INERRUPTED BY ANY WALL BUTTING INTO SHEARWALL. 9. ALL NAILS TO BE COMMON NAILS. 10. ALL SHEARWALL TO HAVE 2x STUDS SPACED 16"MAX.O.C.MAX. U.N.O. 11. ALL ANCHOR BOLTS TO HAVE 3"x 3"x 1/4"PLATE WASHERS 12. 5/8"T1-11 IS AN ADEQUATE SUBSTITUTION FOR 7/16"SHTG. .)753-PARR LUMBER ROCKWOOD • Cross Partition No. 2 Roo -- TIGARD, OR - T01) !lap chord 2x4 DF-L #1&Bet.(g), 140 mph wind, 15.00 ft mean hgt, ASt,c . Bot chord 2x4 DF-L #1&Bet.( ) • anywhere in roof, RISK CAT II , EXP B, wind -IL ',- 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 U1 B I 111111111 I B 4-0-4 1 il 0-4-4 OM ■ ■ • in ■ ■ ■ \ 0-4-4 9-0-0 110M1 / i .i I 5X6= 3X1(A1) = 3X4(A1) 1 ' >i 1 ' 1< 5-6-0 >I< 5-6-0 >I L— 5-6-0 ,I, 5-6-0 J E 11-0-0 Over 2 Supports 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 Cr it: IRC2012/TPI-2007(STD) EO PROFF PLT TYP. Wave FT/RT=8%(0%)/4(1) 13.01 . '4.TOP WF eft� OR/-/1/-/-/R/- Scale =.5"/Ft. •VIARNING•• READ AND FOLLOW ALL NOTES ON THIS SHEET! TC LL 25.0 PSF Trus-Way,Inc 360 Vancouver o v FA.i 9 REF R561-- 89631 "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. 3901 NE 68th St.,Vancouver WA 19575 P Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer t d TC DL 7.0 PSF DATE 02/27/14 follow the latest edition of SCSI (Building Component Safety Information. by TPI and WTCA) for safetyan practices prior to performing these'unctions. Installers shall provide temporary b acing per BCS!. Unleaa noted otherwise. top chord shall have properly at ached structural sheathing and bottom ord BC DL 10.0 PSF DRW CAuSR561 14058050 shall have a properly attached rigid calling. Locationsishown for permanent lateral restraint of webs shell have bracing Installed per SCSI sections 83, 87 or 810, as applicable. /2O14 IMW ALPINE _ ITN Building Components Group Inc. (ITNBCG)shall not be responsible for any deviation from this design, GONBC 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 asing or trus s. Apply plates to each face of tress and post o as Shawn above and on the JointOenaiis, unless noted otherwl e. Ref to rawings 160A-Z fpr s ndard plate positions. A seal on thiss :::::::/......00::li ow19�� TOT.LD. 42.0 PSF SEAN- 10111'awing or cover page listing'this Crewing,Cindicates acceptance or professional engineering DUR.FAC. 1 .1 5 FROM SC responsibility solely for the design shown. The suitability and a c'this design for any structure ITW Building Components'Group,Inc' the responsibility or the Building Designer per ANSI/TPI 1 Sec.2.u'For more information se . This Job's a Sacram(into,CA 95828 general no s page; ITW-SCG: war.itwbcg.com; TPI: >flww.tpinst.wNg, RICA, wew.sbcl ndustry.can: R ICs: www.locsare.org - enewalddel190/1015 SPACJNG 24.0" JREF- 1V48561_Z07 S . -m13ER ROCKWOOD Cross Partition No. 2 Roo -- TIGARD, OR - TO2) . _.a 2x4 DF-L #1&Bet.(g) 140 mph wind, 15.00 ft mean hgt, ASCE 7-10, ,,,_ chord 2x4 DF-L #1&Bet.(g) anywhere in roof, RISK CAT II , EXP B, wind TC DL=4.c r._ 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. 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. Unbalanced snow loads have not been considered. 4X6= %i . lill 8 -_— 4-0-4 0-4-4 al ME \ 0-4-4 9-0-0 i i '' i 5X6= 3X4(A1) = 3X4(A1) l-‹ 1 ' 3 i< 1 ' �) lac 5-6-0 5-6-0 I_ 5-6-0 ,I_ 5-6-0 J k 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) 0:1PROpF PLT TYP. Wave FT/RT=8%(0%)/4(1) 13.01 . PzIP c1,1. 44i0 OR/-/1/-/-/R/- _ Scale =.5"/Ft. Trus-WayInc 360-750-1470 "WARNING READ AND FOLLOW ALL NOTES THIS SHEET! UIQ 46 il �j TC LL 25.0 PSF REF R561-- 89632 3901 NE 68th St.,Vancouver WA "IMPORTANT.' FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. 19576P Trusses require extreme care in fabricating, handling, shipping. Installing and bracing. Refer to and C,....)jore, follow the latest edition ofrBCSI (Building Component Safety Information, by TPI and RCA) for safety" TC DL 7.0 PSF DATE 02/27/14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chordBC DL 10.0 PSF DRW CAUSR56'I 14058051 shall have a properly attached rigid calling. Locations shown for permanent lateral restraint of webs20shall have bracing Installed per BCSI sections B3, BT or 010, as applicable.- ALPINE ITW Hulloing Components Group Inc. (ITWBCG)s all not ba esponsible f any deviation rr this design, OBC LL 0.0 PSF CA—ENG TSB/GWHany failure t"build the truss in c nfo mance with ANSI/TPIr'I, or for h ndling, shipping, installation Abracing of true aa. APPIY plates to e. fate of tr,.es and position asshown shave and on t e.,mint 1YTOT.LD. 42.0 PSF SEAN— 101112 Details, unlesssnoted otherwise. Refercto drawings 160A-Z for standard plate positions. A s ai on thisie.drawing or cover page .le ing this drawing, Indicates acceptance of professional engineering e asponsibility solely for`the design shown. The suitability and u e cf this desl@, for any structure IsDUR.FAC. 1 .15 FROM SC ITW Building Components Group,Inc: the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. s For more Information see. ThisJob•s / Sacramento,CA 95828 general notes page: ITN-BCG: www.Kwbcg.com; TPI',aww.tpinst Arg; RCA' www.sbclndustry.com. Nenewd ode 8180P1015 , SPADING 24.0" JREF- 1V48561_Z07 ,cc: w.w.lccsare.org . i . t -rARR LUMBER ROCKWOOD Cross Partition No. 2 Roo -- TIGARD, OR - T03) 140 mph wind, 20.59 ft mean hgt, ASCE 7-10, CLOSED bldg, Located .p chord 2x4 DF-L #1&Bet.(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Bot chord 2x4 DF-L #1&Bet.(g) DL=6.0 psf. Webs 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. 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. Bottom chord checked for 10.00 psf non concurrent bottom chord live load Deflection meets L/240 live and L/180 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 2.00. Unbalanced snow loads have not been considered. 3X5= —T- 5-5-15 1 C1 .� ■All• ■ •■• - - 0-4-4 ma •// /////////////////////////////////////////i 3;C (A1) = 3X4(A1) • I, 7-8-8 _ I- 7-8-8 -J • 1 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) 13.0.2. ' .,!1' - -.41 % OR/-/1/-/-/R/- Scale =.4375"/Ft. Trus-Way Inc 360-750-1470 U`WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! g �G1NEl� >O TC LL 25.0 PSF 3901 NE 68Th St.,Vancouver WA "IMPORTANT'- FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. �: Z REF R561-- 89633 Trusses require extreme care In (Building handling, shipping, Installing and bracing. Refer to and 19575 P 7 TC DL 7.0 PSF DATE 02/27/14 1 nod the latest edition ofBCSI (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 echord shall M1 a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs // BC DL 10.0 PSF CAUSR561 14058052 shell have bracing Installed per BCS! sections 83, B7 or B,D, as app n cable. 0 27/2014 BC LL 0.0 PSF CA-ENG TSB/GWH — Imo ITW Building Components Group Inc. (ITWBCG) shall not be responsible for any deviation fr this design, any failure to build the truss In conformance with ANSI/TPI1, or for handling, shipping, inm aliatlon A OREGON REV bracing of trusses. Apply plates to each ace of tress end position as shown above and on the Joint v TOT.LD. 42.0 PSF SEQN— 11329 Details, unlessnotedotherwise. Refer todrawings160A-Z for standard plate positions. A seal on this y�A.20•'�� J: drawing or cover page listing this drawing, Indicates acceptanceofprofessional engineering e ITW Building Com nents'Gron ,Inc. esponslbility solely rorthe des'gn sheen. Th" 'alta''' icy and u e of th°Is des'pn for any s urs 's RO/ , W a W� OUR.FAC. 1 .15 FROM SC g P the responslblllty of tha Building Designer per ANSI/TPI11 Sec.2. sFor mo Information see' tThis Job's ` Sacrametto,CA 95828 generai n s page; ITW-BCG: www.ltwbcg.con: TPI: &me.tpinst.orb, WTCA: wew.sbcindustry.con: SPACING 24'.0" J REF- 1V48561_207 Icr, rrae.lcc'ere.erg Renewal dole 8190/2015 I (140753-PARR LUMBER ROCKWOOD Cross Partition No. 2 Roo -- TIGARD, OR - TO5) 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 24.011 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"x2.51',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 4211-high x 2411-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. 3X57--- Unbalanced snow loads have not been considered. (*) 2x4 DF-L #1&Bet.(g) :;iiiisib 7- Provide Provide lateral bracing for inset member. Attach nailer A at edge of lower roof diaphragm, or use purlins at 24" oc. 3X4 8 f la) I I'. (a) 10-4-4 I (a' 8 . (*) J-,.-4 A J_ 0-4-4 L0. SI 18- 0 , r77//////,/////////////////////////////////////4 1 3X5= 0 = T •, 3X4(41) = 3X5(A1) L1 ' I= 14-7-0 >I< 15-5-0 =I 1 ,J I< 21-9-3 >I< 8-2-13 >I L 14-5-12 o1_s " 6-9-3 0-3-2 z 7-11-10 ,1 l'' 30-0-0 Over 3 Supports >j 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 . ' ,':.ii Si lst OR/-/1/-/-/R/- Scale =.225"/Ft. Trus-Wayy Inc 360-750-1470 •.WARNING** READ AND FOLLOW ALL NOTES ON THIS SHEET! (31Nc �� g25.0REF R561-- 89635 3901 NE 68th St.,Vancouver WA ..IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS 00 EFS ID TC LL PSF Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and 19676P 9 TC DL 7.0 PSF DATE 02/27/14 follow the latest edition of BCS! (Building Component Safety Information, by TPI and WTCA) for safety i. 511. , practices prior to performing these functions. Installers` shall provide temporary bracing per SCSI. /1 Unless noted otherwise, top chord shell have properly attached structural sheathing and bottom chord shown shall have a properly attached rigid ceiling. Locations for permanent lateral restraint of webs al", % BC DL 10.0 PSF DRW CAUSR561 14058054 shall have bracing Installed per BCS! sections 83, 87 or B10, as applicable. 0 27/2014 BC LL 0.0 0 PSF CA-ENG TSB/GWH Emir ALPINE ITW Building Components Group Inc. (ITWBCG) shall not be responsible for any deviation from this design, any failure to build the truss In conformance with ANSI/TPI 1, or or handling, Shipping. Installation& OREGON shown above and on the Joint trusses. Apply plates to each face of truss and position Detaibracing of as shown •1 TOT.LD. 42.0 PSF SEQN- 101315 ns or noted otherwise. Refer to drawings 160A-Z for standard plate postions. A seal on this 9 VSA.20 14� g o r page listing this drawing, Indicates acceptance of professional engineering responsibility solely for the design shown The Suitabilityand use tit this design for ITW Building Components Group,Inc. he responsibility of the Building Designer per ANSI/TPI 1 ec.2. For more Information see:Structure ob's O�D •�� DUR.FAC. 1 .15 FROM SC Sacramento,5CA 95828 general notes page: ITW-BGG: www.itwbcg.com; TPI: www.tainat.org; 4RCA; aew.sbcindustry.con: SPAC I Na ' 24.0' J REF- 1 V48561 Z07 w ICC: wa.lccaafe.org RenewM date 81902016 — (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 Standardg ) 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 H0308 6 r g , 3X6 �• f;)120 6 12-7-0 Alai a) a):a) 0-4-U G if •, 1111111111_ 0 4 j 14 r r 4_18-0-0 1 3X5(A1) = HO308= HO308= 3X5(A1) pj, 16-6-4 >i< 15-11-7 >L‹ 16-4-8 J 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) , p PRO PLT TYP. 20 Gauge HS,Wave FT/RT=8%(0%)/4(1) 13.01 .P, ,o: . ' . FSS OR/-/1/-/-/R/- Scale =.135"/Ft. Trus-Way,Inc 360-750-1470 "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! \lb NXN '0, i b TC LL 25.0 PSF "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. 3901 NE h St.,Vancouver WA C9 19576 P ti REF R561-- 89636 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and followf TC DL 7.0. PSF DATE 02/27/14 follow the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) 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 eill % BC DL 10.0 PSF DRW CAUSR561 14058055 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, BT or B10, as applicable. 0 '27/2014 ' ALPINE MM. ITN Building Components Group Inc. (ITNBCG) 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 A bracing of trusses. Apply plates to each faceof truss and position as shown above and on the Joint SEQN- 101178 Details. unless noted otherwise. Refer to drwings 160A-Z for standard plate positions. A seal on this 9R"•n.20,1odb �, TOT.LD. 42.0 PSF drawing or cover page listing this drawing, Indicates acceptance of professional engineering O ITW Building Components Group,Inc. eap?nelblllt0'd'a'y for the design spawn. The sultablllty'1.7:t%',=== s Oeslgn for any stn"=[urs 1 -.OLD W• DUR.FAC. 1 .15 FROM SC Building Y" P the eaponslblllty of the Bulltling Designer per ANSI/TPI 1 Secma Inforr,.,tlon see: This Jab ,Sacramento,CA 95828 general notes page; ITN-BCG: www.itwbcg.com; TPI: wwwttpinst.org;'NTCA: www.sbcindustry.cam; s ICC: www.lccsafe.org 'SPAC I N�' 24.d" J REF- 1 V4856 1 Z07 Reneweldeteel3OaO1$ (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, Bot chord 2x4 DF-L #1&Bet.(g) anywhere in roof, RISK CAT II , EXP B, wind 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, rea Connectors in green lumber (g) designed using NDS/TPI reduction factors. Calculated horizontal deflection is 0.15" d 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 bo Restraint material to be supplied and attached at both ends to a areas with 42"-high x 2411-wide clearance. suitable support by erection contractor. Bottom chord checked for 10.00 psf non-conc 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 Truss designed for unbalanced snow load based on Pg=30.00 psf, Ct=1r10, Special care must be taken during handling, Ce=1.00, CAT II & Pf=23.10 psf. of trusses. See ''WARNING" note below. 6X6 X6ss3X6 3X6-..- 6 5X6% 5X6 W6 \A \� 2X4\\ ,,,/iIa)(a) • W5 s 2X4 i ------ \ / I/ .. T . /- W re IP, 4X12(878) s--- 6X8(B9R) 6X8= 5X8= 6X8= 3X4= 6X8(B9R) Li I` 6-6-10 .j_ 5-11-13 5-11-131 -11 -17 127- 11-12 5-11-13 5-11-135-11-1317-11-12 5-11-13 8-4-13 -I- 14 8-6-97-11-12 I, 24-6-0 24-4-4 J 48-10-4 Over 2 Supports R=2454 U=271 W=5.5" R=2389 U=253 V RL=289/-294 Design Crit: IRC2012/TPI-2007(STD) p PROF PLT TYP. Wave FT/RT=8%(0%)/4(1) 13.01 . ► is - FS,, OR/-/1/ Trus-Way Inc 360-750-1470 "WARNING" READ AND FOLLOW ALL NOTES ON THIS SNEETI �G u•N ' ,0 TC LL 3901 NE 68th St.,Vancouver WA -IMPORTANT.. FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. R A a Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and 19575P 9 follow the latest edition of SCSI (Building Component Safety Information, by TPI and PTCA) for safety r-,,, TC DL 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 e d bottom ch ' �- • BC DL. i have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections 83, BT or 810, es applicable. 0 .27/2014 MOW ALPINE ITIV Building Components Group Inc. (I NBcc) shall not be responsible for any deviation from this design, OREGON BC LL any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, Installation 8 —. bracing of trusses. Apply plates to each face of truss and position as shown above end on the Joint ea Details, unlessstandard otherwise. Refer to drawings 1AOA-Z for plate positions. A seal on this aV rIq 20 jQW TOT.LD. drawing or cover page listing this drawing, Indicates acceptance of professional engineering Ir ITW Buildin responsibility solely for the design shown s The suitability and a„f this desk,for any a[ructure is OL W .N DUR.FAC. S Com PonentsGrou P,Inc. the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more a Information s This Job's Sacramento,CA 95828 general notes page: 111I-BCG: evrw.itwbcg.com: TPI: www.tpinst.org: RICA: www.sbcIndustry.con. ICC: www.iccsefe.org ReleweldsteN180/2013 SPACING (140753-PARR LUMBER ROCKWOOD Cross Partition No. 2 Roo -- TIGARD, OR - TO8) 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, B2 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 2411 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 2411-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=1.33, CAT II & Pf=23.10 psf. 6X6 mi T 3X5 3X5 s • 6X10 ilillir5X6 2X4111 10 W9 AP 3X6(**) a)(a) (a) \/Ailk 12 7-0 ** W8 , 6 2X4/ii i W1� • 4X12(A1) ;W1 0-4-0 0-4-14 L a Bi B2 2.7s�,� =! _4008-0-0 1 2. 4X8= _' 6X10= 5X8= 6X8= 3X4= 1 —SS0919(SRS) F=7-- 1-0-0 8X8 3X4= 6X8(69R) 1114, 10-6-0 35-10-12 'I -5 8t 5-9-12 r 4-8-4 1 2'5 4-15 ___I__ 5-11-13 5-11-13 7-11-14I_ -'11-137- 1-95-11 13 —I-8-4-1314 � _ 24-6-0 24-4-4 J 2-5-8 l 10-6-0 — 0__d_ 33-10-12 �I 1 48-10-4 Over 2 Supports R=2393 U=271 W=5.5" R=2372 U=252 W=3.75" RL=289/-294 PLT TYP. 18 Gauge HS,Wave Design Grit: IRT/RT/8% %(0%)/ : 04(1) D) 13.01 . •,. 3OF'ROF�Sr, OR/-/1/-/-/R/- Scale =.135"/Ft. " Trus-Way,Inc 360-750-1470 WARNING" READ AND FOLLOW'ALL NOTES ON THIS SHEET! 001NEE O TC LL 25.0 PSF 3901 NE 68th St.,Vancouver WA-- "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. (� y REF R561-- 89638 Trusses request extrema care In fabr(Building C, pontll S ety Information, Installing and bracing. Refer et and 19675P �T % TC DL 7.0 PSF DATE 02/27/14 follow the latest edition or BCSI (Building Component Safety Inrormailon, by TPI and eTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. � Unless noted otherwise, top chord shall have properly attachedstructuralsheathing and bottom chord C.�.g/l/ /- % BC DL 10.0 PSF DRW CAUSR561 14058057 shall have a properly attached rigid calling. Locations shown for permanent lateral restraint shall have bracing installed per SCSI sections 83. 87 or 810, as applicable. rant owebs O /27/2014 MillirAM Te Building Components Group Inc. (ITwSCG> 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 E bracing of trusses. Apply plates to each face or truss and position as shown above and on the Joint th= qR„•n 9� �� TOT.LD. 42.0 PSF SEQN- 101344 Details, unless noted otherwise. Refer to drawings 1130A-Z for standard plate positions. A s drawing or cover page listing this drawing, Indicates acceptance of professional engineering seal on SO .� ITW BuildingComponents Group,Inc. �esponsibl i ity solely for the tlesign ahwn. rhe Nultabl 1It -1770:' nd o e Cf";:'="t::: his tlea4,n r Sacramento,CA95828 F he ral notes page oft-B Bul,tll g wbcp.cer pTP ANSI/TPI n Seorg, WFor mnformastry 7.1—,::7:";:,,!: �� W•N DUR.FAC. 1 .15 FROM SC general notes page: ITV-SCG: www.itwbcg.com; TPI'. www tpinst.org; If`CA: www.sbc lndustry.cdn: i ICC: awe Iccsafe.org Renewal dale 6/90/2015 SPACING • 24.0" JREF- 1 V48561 Z07 (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. 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=1.19, 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 3X5 6 r 5X6% 5X6 W6 2X4\� a)(a) .. 12-7-0 W5 V �j� /\.. 0-4-6 //\ / / 0-6-7 T 3X4= 6X8= 5X8= 6X8= 3X4= 6X8(1310R) 4-18-0-0 1 4X12(137R) 6-6-10 � 5-11-13 _i_ 5-11-13 _i 5-11-13 5-11-13 _�_ 5-11-13 _I 5-11-13 _I_ 6-1-12 8-6-9 I 7-11-12 T 7-11-12 a E 7-11-12 1 7-11-12 T 8-1-11 24-6-0 I 24-1-2 1 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) O PROF k. PLT TYP. Wave FT/RT=8%(0%)/4(1) 13.01 . P 3: 'FSr OR/-/1/-/-/R/- Scale =.135"/Ft. Trus-Way, Inc 360-750-1470 "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! 043""e 'O TC LL 25.0 PSF REF R561-- 89639 "IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. 3901 NE 68th St.,Vancouver WA Trusses a extrema care In fabricating, handling, shipping, 19676 P Z real c r C, g, ypping, Rion, iyg and bracing; Refer etyand r , TC DL 7.0 PSF DATE 02/27/14 follow the latest edition of BCSI (Building Component Safety Information, b TPI and MTCA for safer 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 14058058 shall h a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63. 67 or 810, as applicable. 0 27/2014 BC LL 0.0 PSF CA-ENG TSB/GWH 11)1‘111 ITM Building Components Group Inc. (17WBCG) shall not be responsible for any deviation from this design. OREGON v any fallu o build the t conformance with ANSI/TPI 1, or for handling, shipping, installation 8 bracing o�trusses. Apply prates to each face of truss and position as shown above and on the Joint TOT.LD. 42.0 PSF SEN- 374726 Decal's, unlessnotedotherwise. Refer to drawings 160A-Z for standard pieta positions. A seal on this i req.P0.19� 4' SEQN- or cover page listing this drawing, Indicates acceptance of professional engineering Rod O •�� ITW Building Components Group Inc. responsibility solely for the design shown. The suitability and use 'f this°salon for any structure is DUR.FAC. 1 .15 FROM SC Building Components P• the responsibility o£the Building Designer per ANSI/TPI 1 Sec.2.0 For more Information sea: iThis Job's Sacramento,,CA 95828 general notes page. ITW-BCG: www.itwbcg.com: TPI: www.solnst.org: WTCA: www.sbclndustry don. ICC: ww.iccaafe.org Renewal dale a/30/2015 SPACING ' 24.01' JREF- 1V48561_207 I (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 s r . 3X6% 3X6‹ 17M1 19� 0 12-7-0 I(a^' ) �) 6 0l-CI 067 1 II I k,l,!\_ 1' .r 48-0-0 1 3X5(A1)/ H0308 - H0308= 3X5(82) 1�1 • < 16-6-4 - 15-11-7 Lc 16-1-6 > 24-6-0 24-1-2 J 1 48-7-2 Over 3 Supports 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. PLT TYP. 20 Gauge HS,Wave Design Crit: I FT/RT=8%(0%)/4(1) D) •13.01 . 0„, 1S; pR�pFS, OR/-/1/-/-/R/- Scale =.135"/Ft. Trus-Way,Inc 360-750-1470 **WARNING" READ AND FOLLOW CONTR ALL NOTES ON NG I SHEET! �� oGINF�� OZ TC LL 25.0 PSF REF R561-- 89640 3901 NE 68 h St.,Vancouver WA MPORrANr FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and 19575 P 9 TC DL 7.0 PSF DATE 02/27/14 follow the latest edition offrtCSI (Building Component Safety Information, by TPI and WFCA) for safety , f practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. /' Unless noted otherwise, top chord shall have properly attached atructurai sheathing and bottom chord �/ BC DL 10.0 PSF DRW CAUSR561 14058059 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS1 sections 83, B7 or 810, as applicable. O '27/2014 — ALPINEIT/Building Components Group Inc. (ITNBCG) a l not be responsible f any deviation frog,this design, BC LL 0.0 PSF CA-ENG TSB/GWH any fall build the truss In conformance wiithIANSI/TPI 1, dr for handling, shipping, Install tion A OREGON bracing o a. Apply plates to each face of truss and position as shown above and on the Joint v TOT.LD. 42.0 PSF SEQN- 101182 Details, unlesssnoted otherwise. Refer to drawings 160A-2 for standard plate positions. A seal on this 94 req.20.1Y0 G drawing or cover page listing this drawing, indicates acceptanceofprofessional engineering O� �►�/ DUR.FAC. 1 .15 FROM SC responsibility solely for the design shown. The suitability and use o. this design for any structure D ITW Building Components Group,Inc. he responsibility of the Building Designer per ANSI/TPI 1 Sec.2. sFor lmore Information see. tThis Job's 'Sacramento,CA 95828 general notes page; IT.-BCG: www.itwbcg.com: TPI: wwd tpinst.org,'MICA: wow.sbcindustry.cen: IGC: www.lccsafe.org Renewal dee 6/90/2015 . SPACING 24.0" JREF- 1V48561_207 • . • ,_..,.0 -' S .,., .> \:' ., : :>"`>/v ., ,cam ,,... . , S,. ,. / \ti ✓ S`3/:':> ... VE-3:3' .,5'3 '33^..., y . ,-...,-9;,,a, 7' .,,,, ' 4/._ - 3.,., ,',: 9n, W n> S CC':> -_. '9C',. r .... ,[') xC9o9,,,,a, , <. _ r ' m„r, ,Rr> Nn'C'CA .gear 'C h' Har L C.'.y ',C'> Y1)(9,...'9' 3x 4/L ,3)r - _ :33 ' _>X4 7 .� c' , , X v >x/ x , x 3'� xx x -.. � x ac J-' a, NC _n,, 3.983,433 .S,:-.338 S os .r-a _.;r aaes !3'033-3”' ram, A333,3::33,3',; .3 „,.,", urc� _--_ - 33,33 31-._. _ --- - oma_,( St> aa d 43 tr , ," .. „ „ 111 i 731 5 ama ra- .,,,a Stanaard 4 1' �.. .:, 4, 4• /. 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C a'41 0,1•o' IC 6' '3 i 1" )' C„ _�, 7' .>, ! t u.. • 4, 14 / 1/: the AI SC�3nnu❑r", :2C:.:4.^, nrnsfa o "r vn,f De -.ne,E �� X b2:E s C a- a'. r /r 'f' > ', L0P4 uep 4' Uf eetweE. tore', Diagona mace opt.,,,, ---;-:-..----1--- ./;11-1:---11..-1'-' X`K a-c Facf a l, at 3" n c ve ;.(C' c t^ -ay OE, � /�,- a ;oar, t .a Of V.'fiE°^ /OnPS 4 ,-n Ond Sax WI, � , r ...,•,a, . r9rncE % abl e a ',n.t(' S X X 'opt >f onn: - , �r1�'� u / K;,_ SX4 VP, Ea, engtr tirowr, ennc Ile 1B" .aclr a coup ao n. W ,� i,lA 35%4 'I efle, c nod ,,Ef ata JI D�y,an ' ❑ d,t,ansnPC d agE /'acc o' Al"',vl"t,Ca. wpb \\ A'`_ R.,./ e'^ . , :.C:]v �� � G EeCp.„ , xx 1. / AS a, WQRNI S aeSw vl " n.:444::::,4-..-k4 SSIeS \Gl.r vWat ii^ NS o hl w 19575P A5/ 1/ ,3 ilk • �'n /Ir __�,_ / L - w� y ,-v r 0 27/2014 '_;hv !�"/ 'i.t 'ti 0,,p";a e III/ Bra 4:1 ei ur. KG, r r ,,r-,,,,y OREGON r, ar Building Components Group Inc. F > -a :6 / r1:s4 au "„ 12/27/1 d 74 '9R st.20 1 G"f V LD Ora:eag a, tr.,ses A ea, ❑n n .0^aw,•,1 n r,VP, uer" .,.,t g. 11 r Pt. ' qs❑ ty y r the, _- --. r l r t tyt d _ q n y t -. y r t -d q ,aS.r S .. Renewal date 819012016 • • Earth City,MO 63045 ^e n _- • --- o.B.,, ww twos, ,I WWW- Vi-:, ',NW SOL o...t', w•w s.. MAX � �.,.N:',: �.t�" ITW Building Ccmpor_en.s Groin, Inc. 8351 Rovana Circle Sacramento,CA 95828 (416)387-0116 Page 1 of 1 `)o:ur lent ID:1 V48531-Z022t,154147 Truss Fabricator: Trus-Vay, Inc Job Identification: 140754-PARR LUMBER ROCKM000 r;-oss Part!tion No. 2 Fla -- S3 PROFF Model Code: IRC .� Truss Criteria: IRC2012/TPI-2007(STD) Engineering Software: Alpine proprietary truss analysis software. Version 13.01. SEP 9 ' + ' r- Truss Design Loads: Roof - N/A Floor - 55 PSF ! 1.00 Duration C TYOF 4I 'g Bind - N/A BUILDING FC• . 180 Notes: Notes: '4wG 1. Deternination as to the suitability of these truss conponents for the EXP.12-31-15 structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR561 Details: STRBRIBR- Subnitted by CSC 15:41:40 02-26-2014 Reviewer: TSB # Ref Description- Drawing# Date 1 89455--F01 14057276 02/26/14 • 2 89456--F02 14057277 02/26/14 3 89457--F03 14057278 02/26/14 4 89458--F04A 14057279 02/26/14 5 89459--F04B 14057280 02/26/14 6 89460--FOS 14057281 02/26/14 7 89461--F06 14057282 02/26/14 (140754-PARR LUMBER ROCKWOOD Cross Partition No. 2 Flo -- TIGARD, OR - F01) Top chord 4x2 DF-L #1&Bet.(g) + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L #1&Bet.(g) bridging recommendations. Webs 4x2 DF-L Standard(g) Max JT VERT DEFL: LL: 0.37" DL: 0.46". See detail DEFLCAMB0813 for Connectors in green lumber (g) designed using NDS/TPI reduction factors. camber recommendations. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Trusses to be spaced at 19.2" OC maximum. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up. for dead load is 2.00. **THIS TRUSS IS NOT SYMMETRIC ---INSTALL AS SHOWN** TRUSS IS DESIGNED ONLY FOR THE BEARING AND LOAD CONDITIONS AS SHOWN. • F. ---- 18-9-1 24 �' 9-0-3 25.L547" Ty j. W=3X4 3X4= 3X6= 4X10= 3X6= 3X4= 3X8= 9-0-0 3X6= 3X8 4X 0= W=3X4= 4X10= 3X5= 3X5= 3X10= 3X6= 9-7-2 20-2-2 >I z a 2-5 3 2"4 ,,c _L 2-5-3 �� 2-5-3 2-5-4 �< 2-2-5 __ 2-2-5 x 2-2-5 2-2-5 �< 2-1-8 2-2-5 - I 2-2-5 �� 2-2-5 - - 2-2-5 2�4 4-10-7 4-10-7 4-4-9 4-4-9 2-1-8 4-4-10 4-6-14 k 29-9-4 Over 3 Supports ' R=369 W=4.125" R=1619 W=5.5" R=782 W=4.125" Note: All Plates Are 1 .5X3 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=6%(0%)/4(1) 13.01 .06. &.' .. r.- QTY:4 OR/-/1/-/-/R/- Scale =.275"/Ft. Trus-Way,Inc 360-750-1470 "MINH THIS•D READ AND FOLLOW CONTR ALL NOTES ON THIS SHEET! � F TC LL 40.0 PSF REF R561-- 89455 3901 NE 68th St.,Vancouver WA "IMPORTANT'. FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. I Trusses require extreme cera 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 1 48 59�9 • - TC DL 10.0 PSF DATE 02/26/14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. r C Unless noted properlya, tap ebur shall have properly cati attached structural sheathing lateral and bottom chord ' BC DL 5.0 PSF DRW CAUSR561 14057276 shall have a properly attached rigid c ego. Locations shownr permanent lateral res[ralni of webs shall ave bracing installed per BC61 sections 63,aB7por 810. asoapplicable. - ALPINEImmo ITV Building Components Group Inc. (,TMBCG) shall not be responsible for any deviation from this design. _ BC LL 0.0 PSF CA—ENG TSB/CWC any allure to build the truss conformance with ANSI/TPI 1, or for handling, shipping, installation d - - bracing of trusses. Applyplateso each face of t and position as shown above and ontheJoin[ TOT.LD.LD. 55.0 PSF Details. unless noted otherwise. Refer to drawingsr160A-Z for standard plate positions. A seal on this *1:9-K..........00)9%.- 9 ffQ 7.19b9 Q�+� SEQN— 3 74444 drawing or cover page listing this tlrawing, indicates acceptance of professional engineering /_A ITW Building Component.Group,Inc. L„BPons,b,I lty soiely Cor 27=0:7:::: he design shave. The suitability and use Cf this design for as ructur Is {V+/Z/MW.G�]p4 DUR.FAC. 1 .00 FROM MRR Sacramento',CA 95828 generasponslbllliy of M1e Bulltling Oeslgner per Axsl/TPI 1 Sec.2. For mor information see. tThis Job's �I P es pegs; IT.-BCG: www.ltwbcg.com: TPI: wwwltpl6st.Arg;If TCA: www.sbclntlusiry.can: 'SPACINGa ' 16.2" J REF— 1V48561_202 ICC: al notesa fe.org EXP.12-11-1 i (140754-PARR LUMBER ROCKWOOD Cross Partition No. 2 Flo -- TIGARD, OR - F02) Top chord 4x2 DF-L #1&Bet.(g) + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L #1&Bet.(g) bridging recommendations. Webs 4x2 DF-L Standard(g) Max JT VERT DEFL: LL: 0.4011 DL: 0.39". See detail DEFLCAMB0813 for Connectors in green lumber (g) designed using NDS/TPI reduction factors. camber recommendations. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Trusses to be spaced at 19.211 OC maximum. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss must be installed as shown with top chord up. for dead load is 2.00. 9-0-3 I- 24" -F— 9-0-3 -{ _55.547' Typ I W=3X4 1 .5X3 IP 4XE- 1 .5X3 III 3X5= 1 .5X3 III 1 .5X3 III 3X5= 1 .5X3 III 4X8= 1 .5X3111 1_ �tlr _ 9-0-0 4 l 3X12= 3X5 3X5= 3X12= 4X6= W=H0308= 4X6= 2-2 5 4-4 10 2 2-5��I-c 2-2-5 4- 10 2-2-5 -r 2-1-8 2-2-5 4-4-10 2-2-5 4E 2-2-5 4-6-14 2-2-5 I 20-0-6 Over 2 Supports >1 R=881 W=3.75" R=881 W=4.125" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=6%(0%)/4(1) 13.01 .06. 1: —. QTY:9 OR/-/1/-/-/R/- Scale =.375"/Ft. Trus-Way,Inc Vancouver URWARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! �� TC LL 40.0 PSF REF R561-- 89456 3901 NE 8th St.,Vancouver WA "IMPORTANT— FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. ti ' Trusses Ire extrema care In fabricating, handling, shipping, installing and bracing. Refer to and 7 e� PP g. B TC DL 10.0 PSF DATE 02/26/14 follow the latest edition of BCGI (Building Component Safety Information, by TPI and.TCA) far safety � 14659 '9 practices prior to performing these functions. Installers shall provide temporary bracing per BCG'. r" Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord BC DL 5.0 PSF DRW CAUSR561 14057277 shalt have e properly ed rigid ceiling. Locations 810,n for permanent lateral restraint of webs F 'I shall have bracing Installed per SCSI sections 83, B7 or as applicable. , ��- - ilikiM IT.Building Components Group Inc. (ITNBCG) shall not be responsible for any deviation from this design, BC LL 0.0 PSF CA—ENG TSB/CWC any failure to build the truss In conformance with ANSI/TPI 1, o r handling, shipping. Installation E 0-• Joint - bracing of trusses. Apply plates to each fate of truss and position gIa as shown above and on the int v SEQN— 374416 Details, unless noted otherwise. Refer to drawings 160A_2 for standard plate positions. A seal on this TOT.LD. 55.0 PSF'F� 989 drawing or cover page listing this drawing, Indicates acceptance of professional engineering le �� o Q DUR.FAC. 1 .0 0 FROM MRR ITW Building Components Gou ,Inc. [ree nsponlblslltylstoyleolyf tore tBeltlsgnDeshonpTehreANu81t/aIlyGaa . oofmthasItlneforlrtgantfloonr asnya:stTruhcitueobIs 411)qhW 61% Sacramento,CA 95828 general notes page: IT/-BCG: ewe.Ibebcg.com: TPI: www.pin%t.ogq; WSCA: eww.abclntlbstry.coe, • . 100: ww.iccsafe.brg SPACING ' 19'.2" JREF— 1V4 856 1 ZO2 Fxp 17_34 15 (140754-PARR LUMBER ROCKWOOD Cross Partition No. 2 Flo -- TIGARD, OR - F03) Top chord 4x2 DF-L #1&Bet.(g) + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L #1&Bet.(g) bridging recommendations. Webs 4x2 DF-L Standard(g) :W1 3.5"x5.625" DF-L #2(g): (**) 1 plate(s) require special positioning. Refer to scaled plate Connectors in green lumber (g) designed using NDS/TPI reduction factors. plot details for special positioning requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 2.00. Truss must be installed as shown with top chord up. / t 5-2-11 24" 24" r -k _k 9-7-15 + -I- 5-2-4 H 6111 TYP l 3X8= 3X8= 3X8= W=3X4= 3X6= l , -MEW -..- \ / 1-2-0 4900 3X8(**) = 3X5= 3X5 3X8— 3X5= 3X5= 3X5= W=3X4 11-10-12 I 12-2-2 J 2"13 2"13 2-6-g 4-11-2 2-4 8 �- 2-1-8 >I�2-1-8 2-4-B 4-9-1 2-4-8 2-4-11 4-9-6 2-4-11 4.c2 1-8 2-1-8 �` 2-5-10 5 8 2-5-10 1 24-0-14 Over 3 Supports R=636 R=1423 W=3.5" R=649 W=4.125" ! Note: All Plates Are 1 .5X3 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=6%(0%)/4(1) 13.01 .06. 1 or- QTY:2 OR/-/1/-/-/R/- Scale =.34"/Ft. Trus-Way,NEE Inc 360-750-1470 URWARNING" GNAT AND FOLLOW ALL NOTES ON THIS STALL �,tie te TC LL 40.0 PSF REF R561-- 89457 3901 NE 68th St.,Vancouver WA 'IMPORTANT" FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS ``` w Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and ^_ follow the latest edition of SCSI (Building Component Safety Information, by TPI and IRCA) for safety ,\VVv 14659 `1 TC DL 10.0 PSF DATE 02/26/14 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 shell have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs S,abliSMO BC DL 5.0 PSF DRW CAUSR561 14057278 shell have bracing Installed per BCSI sections 133, B7 or 610, as applicable. - ALPINE moms IPI Building Components Group Inc. (ITNBCG) she a not be responsible for any deviation . this design. _ BC LL 0.0 PSF CA-ENG TSB/CWC any failure to bulla the truss I conformance with ANSI/TPI1, or for handling. shipping, Installation d e- bracing of trusses. Ap[nerrlates�b each face of trues and position as shown above and only a Joint -...c. F �q TOT.LD. 55.0 PSF SEQN— 374479 Details. unlessnoted otherwise. Refer o drawings 160A-2 forstandard plate positions. A seal on this le C 7,A(' oA, /�. drawing or cover page listing this drawing, indicates acceptanceofprofessional engineering { v DUR.FAC 1 00 FROM MRR ITW BuildingComponents Group Inc. responslblllty solely for the tleslgn shown. rhe sSItablllty and use o ibis design for any s ruciure Is �''���w�NO P P the esponslblllty of the Bulltling Designer per Ax51/TPI t Sec.2- For fnore Information see LThls JoD's p Sacramento,CA 95828 general notes page; in-BCG: ww.itwbcg.com; TPI, www.tpinst.o.w; WfCAI www.sbclndustry.com; SPACING ' 24:O't JREF- 1V48561_202 ICC: www.lccsafe.org FYI' 12-31.15 (140754-PARR LUMBER ROCKWOOD Cross Partition No. 2 Flo -- TIGARD, OR - FO4A) Top chord 4x2 DF-L #1&Bet.(g) + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L #1&Bet.(g) bridging recommendations. Webs 4x2 DF-L Standardg ) :W19 3.5"x5.625" DF-L #2(g): (**) 1 plate(s) require special positioning. Refer to scaled plate Connectors in green lumber (g) designed using NDS/TPI reduction factors. plot details for special positioning requirements. Max JT VERT DEFL: LL: 0.33" DL: 0.29". See detail DEFLCAMB0813 for Bottom chord checked for 10.00 psf non-concurrent bottom chord live camber recommendations. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 2.00. ,/ 24" L 10-11-1 -1- —+- 3-9-9 15.258" Typ. 4X6= 3X4= 3X3= 3X3= 4X6 4X6= L____ __ q 2-0 / \ _ _ At \14-11:12Oif r— L1 W19 1 2 0 177 4X8= 3X6= 3X4= 3X4= 5X6= 3X6111 5X8 4X6(**) 4X4= 3X3= 1-6-4 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 1-4-0 2-1-8 1-1-1 1-1-1 1-5-15 2-10-4 2-8-0 2-8-0 8-6-5 P 9-6-57-2-5 16-8-10 Over 2 Supports 1 R=933 W=4.125" R=906 Note: All Plates Are 1 .5X3 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=6%(0%)/4(1) 13.01 .06. x`' i;i,.•OP STY:1 OR/-/1/-/-/R/- Scale =.4375"/Ft. Trus-Wa{yy,Inc 360-750-1470 **WARNING.*D GNAT AND FOLLOW ONTR CTL NOTES ON THIS SHEET! f F TC LL 40.0 PSF REF R561-- 89458 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 444 1 4659 4%;‘1111. � TC DL 1 0.0 PSF DATE 02/26/14 follow the latest edition or acsl (Building Component Safety Information, by TPI and MTCA) ror safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. AV le' Unless noted properotherwly tap chord shall have properly attached for sheathing and bottom chord BC DL 5.0 PSF DRW CAUSR561 14057279 shall have a properly sailed p rigid calling. Locations shorn ror pl icabin[ lateral restraint of webs shall have bracing Installed per SCSI sections 03. 07 or 010, as applicable. .. ...WAN /TM Building Components Group Inc. (ITMOCG) =hail not be responsible for any deviation from this design, BC LL 0.0 PSF CA-ENG TSB/CWC any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, Installation 8 bracing of trusses. Apply plates to each t feta of truss and positionnd as shown above and on the Joint f�Y �' 19 9 �(�w TOT.LD 55.0 PSF SEAN- 374546 Details, unless noted otherwise. Refer[o drawings 160A-Z for standard plate positions. A seal on this / P L drawing or cover page listing this drawing, indicates acceptance of professional engineering ITW BuildingComponents Group,Inc. :::7::=::',',7:,.7,ror the design aha". The sultabl l isY and mss of thea aaslgn ror::::'t;:7:71:.!: ny a rpct"re is SNifyia Cit a OUR.FAC. 1 .00 FROM MRR Sacrantento,CA 95828 P general notesge CM1e Building Designer per ANSI/TPI 1 Sec.2. For mor lnrbnlmtlon sea: irhls Job s I page;glTw-BCG: wrw.ltwbcg.com; TPI: www.ppinr�.os9; MTCA: rww.sbclndustry.com: SPAC I N6 ` 4.0e1 JREF- 1 V4856 1 ZO2 I", .laa.Ippaara.pr EXP,12-31-15 — (140754-PARR LUMBER ROCKWOOD Cross Partition No. 2 Flo -- TIGARD, OR - F04B) Top chord 4x2 DF-L #1&Bet.(g) + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L #1&Bet.(g) bridging recommendations. Webs 4x2 DF-L Standard(g) :W14 3.511x5.62511 DF-L #2(g): (**) 1 plate(s) require special positioning. Refer to scaled plate Connectors in green lumber (g) designed using NDS/TPI reduction factors. plot details for special positioning requirements. Max JT VERT DEFL: LL: 0.2711 DL: 0.28". See detail DEFLCAMB0813 for _Bottom chord checked for 10.00 psf non-concurrent bottom chord live camber recommendations. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Truss must be installed as shown with top chord up. factor for dead load is 2.00. I' 7-3-0 —1— 24 -I— 7-5-10 H 20.25" Typ. • 1 .5X3 SII 4X8= 1 .5X3 III 3X5= 1 .5X3 III 1 .5X3 III 3X4= 1 .5X3 III 4X8= 1 .5X3 III - 1.41116%11— - - d-- 1 list 14-0 /....--- "..--- II W14 1-2-0 V — 9-0-0 Y 4X8= 3X4= 3X4= 4X8= 4X8(**) 4X6= 2"4 1-9-0 _I_ 1-9-0 1-9-0 1-9-0 2-1-8 1-9-0 _ 1-9-0 1-9-0 ` I 1-11-1 213 3-6-0 .,i,I� 3-6-0 I 2-1-8 I J 3-6-0 �I� 3-10-14 1 16-8-10 Over 2 Supports R=933 W=4.125" R=906 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=6%(0%)/4(1) 13.01 .06. ,:.: 110RR0Y:9 OR/-/1/-/-/R/- Scale =.4375"/Ft. Trus-Way,Inc 360-750-I470 "RNIISH ING"" GNAT AND FOLLOW ALL S INS ON THIS SHEET! ���A'- a��� TC LL 40.0 PSF REF R561-- 89459 3901 NE 68h St.,Vancouver WA IMPORTANT'• FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. /r- /y_ c- 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 safety /V 14659 9 TC DL 10.0 PSF DATE 02/26/14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord ' • BC DL 5.0 PSF DRW CAUSR561 14057280 shall have a a properly e t hed rigid ce118ng. Locations wn for permanent lateral restraint of webs shall have bracing installed per BCSI sections Bor 3, 87 or 810, as applleble. MOWALPINE Ism In Building Components Group Inc. (ITRBCG) shall not be responsible for any deviation from this design, ..: .8 BC LL 0.0 PSF CA-ENG TSB/CWC any failure to Wild the truss In conformance with ANSI/TPI 1, or for handling, shipping, Installation 8 �• �/ bracing of trusses. Apply plates to each face of truss and position as shown above and on t e Joint 9/ C.'• 1989 QQ TOT.LD. 55.0 PSF SEQN- 374557 Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. A seal on this drewing or cover page listing this drawing, indicates acceptance of professional engineering e ITW Building Components Group,Inc. C„eponslbll lty solely fpr the tleslgn shown. Tha avltabli S and ae of t::' design fpr:::,—;=";:b!: ny a rubter Is sNNWa 0Ha DUR.FAC. 1 .00 FROM MRR Sacramento,CA 95828 asponsblllty of the Wlltling Designer par ANSI/TPI 1 Sec.2.0 For mo infornwtlon sea: This Job's general notes pagefe.org TW-BCG: www.itwbcg.tdm: TPI: www.`pinat.org; A7DA: www.sbclndpatry.cue. EXP.12-31-15 TJPAC I N(�• t24•.O" J REF- 1 V4856 1 ZO2 ICG: www.Iccsa TO.or — (140754-PARR (UMBER ROCKWOOD Cross Partition No. 2 Flo -- TIGARD, OR = F05) Top chord 4x2 DF-L #1&Bet.(g) + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L #1&Bet.(g) bridging recommendations. Webs 4x2 DF-L Standard(g) :W1 3.511x5.625" DF-L #2(g): Connectors ingreen lumber designedusing (**) 1 plate(s) require special positioning. Refer to scaled plate (g) NDS/TPI reduction factors. plot details for special positioning requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live __ Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 2.00. Truss must be installed as shown with top chord up. / f- 5-4-14 24 -i- 5-2-4 H 28.87511 Tye 1X3 I" 3X8= 3X8= 1X3 111 1X3 111 1X3111 Pj 1 W1` 1 // 1-2-0 If tt —q - .. 9-0-0 3X8(**) = 3X4= 3X5= 3X5= 2"13 2"4 _ 2-7-11 5 115 2-5-10 2-1_g 2 2-5-10 5 1-8 2-5-10 _i-I F12-7-2 Over 2 Supports R=679 R=707 W=4.125" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=6%(0%)/4(1) 13.01 .06. meRo,e . Y:10 OR/—/1/—/—/R/— Scale =.5"/Ft. Trus-Way,Inc 360-750-1470 "WARNING" READ AND FOLLOW ALL NOTES ON THIS SHEET! �� ^w.- TC LL 40.0 PSF 3901 NE 68th St.,Vancouver WA "IMPORTANT.. FURNISH THIS DESIGN TO ALL CONTRACTORS INCLUDING INSTALLERS. '` I[�' a��, REF R561-- 89460 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Rarer to and4:P/41:::: `/�_ 1 46 5 a c9- rollow 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. TC DL 10.0 PSF DATE 02/26/14 Unless shall he ted otherwise, top chord snail have properly attached structural sheathing and bottom chord . BC DL 5.0 PSF a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs DRW CAUSR561 14057281 shall have bracing Installed per SGsI sections 83, 87 or B10, as applicable. - ALPINE limm In Building Components Group Inc. (ITWBCG) shall not be responsible for any deviation from this design, a C - BC LL 0.0 PSF CA—ENG TSB/CWC any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, installation A bracing of trusses. Apply plates to each face of truss and position as shown above and on the Joint Details, unlesotd otherwise. Refer to drawings 160A-Z for Standard plate positions. A seal on this 1041,.7. 01P TOT.LD. 55.0 PSF SEQN— 374458 drawing or cover page listing this drawing, Indicates acceptance of professional engineering ITW Building Components Group,Inc. zn ponslblllty splay for the design shown. The sultablllty and use of this design for:::'''-i:7:7,,,!: ny s ructure Is NNW.CO DUR.FAC. 1 .00 FROM MRR ,Sacrap}ento.CA 95828 ��rsiponslblllty of the Sullding Designer per ANSI/TI 1 sec.2. Fnr more Infornmtlon s [This ob's s page: ITW-BCG: wras.ltwbcg.camm; TPI: wwwltplrlst.org.*TCA: www.sbclndustry.c — ICC: wwwnicosafe.erg �"' EXP. 12-31-15 'SPAC I IJGe '24.0" JREF— 1V48561_202 (140754-PARR LUMBER ROCKWOOD Cross Partition No. 2 Flo -- TIGARD, OR - F06) Top chord 4x2 DF-L #1&Bet.(g) + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and Bot chord 4x2 DF-L #1&Bet.(g) bridging recommendations. Webs 4x2 DF-L Standard(g) Max JT VERT DEFL: LL: 0.24" DL: 0.27". See detail DEFLCAMB0813 for Connectors in green lumber (g) designed using NDS/TPI reduction factors. camber recommendations. Bottom chord checked for 10.00 psf non-concurrent bottom chord live _Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 2.00. Truss must be installed as shown with top chord up. **THIS TRUSS IS NOT SYMMETRIC ---INSTALL AS SHOWN** TRUSS IS DESIGNED ONLY FOR THE BEARING AND LOAD CONDITIONS AS SHOWN. / ° 0 -{- 24 ± 13-4-0 _I` 24" 5-2-4 20.23" T . I '1 3X6= 4;(6= 3X4= W=3X4= 4X8= 4X6= 3X4= 3X3= 3X5= 1-'�(` v / .%4% , :-.00 �"-� �� / -�!' / 1-2-0 9-0-0 3X5= 3X10= 3X4= 3X5= 4X10= 4X10= W-3X4= 3X6= 3X10= 3X4= 16-8-10 >lc 13-0-10 2"4 " jt141-9-0_1_1-9-0+1-9-0_0-9-0 2-1-8 10-15_0-10-1 -10-15 -10-1 -10-1_1-10-1, -10-1 ,< 2-1-8 .1. 1-8-4,..1,1-7-8._1_1-7-8 2 a 3-6-0 3-6-0 2-1-8 ' 3-9-13 3-9-13 I,1 3-8-1 T�1j-10-1 2-1-8 1-8- I 3-5-4 I Hz29-9-4 Over 3 Supports R=857 W=4.125" R=1880 W=5.5" R=641 W=4.125" Note: All Plates Are 1 .5X3 Except As Shown. Design Crit: IRC2012/TP1-2007(STD) PLT TYP. Wave FT/RT=6%(O%)/4(1) 13.01 .06. •`' . IsB op 4TY:2 OR/-/1/-/-/R/- Scale =.275"/Ft. Trus-Way,Inc 360-750-1470 URWARNING" READ AND FOLLOW ALL NOTES ON THIS STALL! �` TC LL 40.0 PSF REF R561-- 89461 3901 NE 68th St.,Vancouver WA -IMPORTANT.. FURNISH THIS DESIGN IGN TO ALL CONTRACTORS INC WDING INSTALLERS. kiQ ��" ATrusses request extreme care In fabricating,C, pontll S shipping, Installing and bracing. Refer et and t 4659 9 TC DL 10.0 PSF DATE 02/26/14 follow the latest edition or SCSI (Building Component Safety Information, by TPI and WTCA) for Safety /c practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. ` { - Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord , - , BC DL 5.0 PSF DRW CAUSR561 14057282 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 1� shall have bracing Installed per SCSI sections B3, 67 or 610, as applicable. _ ITW Building Components Group Inc. (ITMBCG) shall not beresponslbie for any deviation from this design, 0, -0 BC LL 0.0 PSF CA-ENG TSB/CWC any failure to build the truss In conformance with ANSI/TPI1, or for handling, shipping, Installation S �w^ v - Deacing of trusses. Apply plates to each face of truss and position as shown above and on the Joint •QC 7 9�9 � TOT.LD.LD. 55.0 PSF Q tails. unless noted otherwise. Refer to drawings 160A_Z for standard plate positions. A seal on this ,1 t SE N- 374569 drawing or cover page listing this drawing, Indicates acceptance of professional engineering ITW BuildingComponents Group, fBSPdnslblllLy solely rdr the design show^. The sultabll1°S and u e of thea deslhe for any strpdipre is l/' I Ww 00 DUR.FAC. 1 .00 FROM MRR aeraifientoCA 95828 P the rasponslblllty of the Bulltling Oeslgner par ANSI/TPI , $ec.2. sFor mo a Infornailon see: This Job's a A general notes page; ITL-BCG: www.ltwbcg.com; TPI: www.tpinst.olrg: MICA, www.sbcindustry.com: ICC: www.lccsafe.org EXP.12-31-15 SPAC I N6• •24.0"' JREF- 1V48561_202 • ST-TE-Zi'd 3 c, "ape A, d ' .M�� qs ASOA dH p (, _S ,�aa $6� �1 , S >,,, b s n s A�c ii: c ',/''\, i',! 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