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Plans (117) At 57;tots-- ex)j 0 p- / Li /6) 3 5 1, el-- . ... .._ 4, [ 33. 1 • - D2 - ---I '. %,r,r--:f"::!'.''','..•';,r1,,,1 _____ ____ ___ _____.......______ _____...___ _ 0 c-) ,-- ----- ---- ____ ,-- N CO MUS26 o . w " I hIff--------------------------------- — ---- _ -- - - - ____ _________„ ___________ cri — --- - cr) cn • i _______ _______ _ .1 . co 1 i op - _ MUS26 ,--- „ III 5 MI 11111_I o IIII ,- .... --------- — _____ _ 1 , D Customer: FOUR D CONSTRUCTION CO. 3) ni o Desc. : LOT 19 MEDALLION MEADOWS 0 0 r al ADDRESS: 71 m M r z Desi9ned by: IKE ISAKSON oN •• Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 VMV7175ZO129O73418 Truss Fabricator: Truss Conponents of Oregon Job Identification: 1215107--FOUR D CONSTRUCTION CO. -LOT 19 IEDALLION MEADOWS -- TIGARD, OR Model Code: IRC AS PROFS Truss Criteria: IRC2012/TPI-2007(STD) Engineering Software: Alpine proprietary truss analysis software. Version 15.02. �� Truss Design Loads: Roof - 42 PSF 9 1.15 Duration `- Floor - N/A Wind - 120 NPH (ASCE 7-10-Closed) • ' v Notes: Ak '40 7,‘SO �4~ Q CAk 1. Determination as to the suitability of these truss conponents for the �T�aN .115 structure is the responsibility of the building designer/engineer of EXP.12 31 15 record, as defined in ANSI/TP! 1. 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR7175 Details: 1203OEC1-GBLLETIN-GABRSTIO-12015EC1-BRCLBSUB- Submitted by CNC 07:33:53 12-29-2015 Reviewer: CNC $ $ # Ref Description Drawin,# Date ' 1 06644--A 15363001 12/29/15 2 06645--Al 15363002 12/29/15 3 06646-42 15363003 12/29/15 4 06647--B 15363016 12/29/15 5 06648-41 15363004 12/29/15 6 06649-42 15363005 12/29/15 7 06650--83 15363006 12/29/15 8 06651-44 15383012 12/29/15 9 06652--C 15363013 12/29/15 10 06653--C1 15363007 12/29/15 11 06654-4 15383014 12/29/15 12 06655-41 15363008 12/29/15 13 06656--D2 15363015 12/29/15 14 06657-43 15363009 12/29/15 15 06658--E 15363010 12/29/15 1 16 06659--E1 15363011 12/29/15 (1215107--FOUR D CONSTRUCTION CO. -LOT 19 MEDALLION MEADOWS -- TIGARD, OR - A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 20.00 ft jean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud::Rt Wedge 2x4 HF Std/Stud: See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 forgable wind Wind loads and reactionM based on MWFRS with additional C&C member bracing requirements. design. increase Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Cres factor for dead load is 1.50. Creep load applied per IRC-12'section 301.5. Truss designed for unba anted snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. • 4X5 • • ----f}r----1:4H----:: -----_s_------- � 4 4-1-0 , 0 -7-0 ...- I • li II am g I I .-]-161 .,-'-'-'--11 h_ .,,,.----.,___,.,,,,,_ /// //////////////%�////./ / / / , /r////////////////7///// o �o 1R-0 0 3X5(B2)= 5X5= 3X5(82) • LE-2-0-0 -1 1-E-2-0-0- -1 (I_ 10-6-0 __I__I__� 10-6-0 ,I I- 21-0-0 Over 2 Supports • R=178 PLF U=20 PLF W=21-0-0 RL=5/-5 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) • PLT TYP, Wave FT/RT=296(046)/4(0) 15.02,00.1 Truss Components of Oregon 5031(357-2118 e'WARNINGIw• READ AND FOLLOW ALL -.'s:'!• !►waw QN 1 OR/L/1/-/-/R/- Scale ..3125"/Ft. 5- 664 Components us OR 97113 N�ON THIS INCLUDING ,t TC LL 825 N 4th Ave,Cornelius ••IIPORTAIIT•` FURNISH THIS DRMI1q TO ALL eDgIRACTBRs IKLIAI1d TN¢INSTALLERS. ` � 25.0 PSF REF 87175- 6644 Trusses require extreme care in fabricating handling shippinginstalling and racing. Refer to and follow � � the latest edition of BCS1 (Building component Safety Information. by TPI and WTCA)for safer , TC DL 7.0 0 PSF �� o performing these functions. Installers shall de noted ooher prior e. 1 46 59 DATE 12/29/15 top chord shell have properly attachedstructuralpsheath temporary bracing per all a asps noted ttarwlsa, p,. rigid ceiling, Locations shown for mai ^g ^d bottom chord shall have properly attached R DRW rices B3. BT or BTU par pentlatera/ r rnlnt of feta shall have bracing howni bo per SCSI y.,, BC DL 10.0 PSF CAUSR7175 A(I - a� se aCeplieYbin. Apply platen toeachface of truss and position as drown above and on �� 11 15363001 H Ill the Joint Details, unless noted otherwise. Refer drawings iBBA_Z forstandardplate positions. k ��N I Alpine, a division uf�ITW Building Components Group Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC ^t AN ITW COMPANY �^g' any failure builtl he r in conformance with ANSI/TPI 1, or fur handling, shipping, a;',i 1' Anvitallation i4 bracing of truss l on this drawing or*wow,lana/looting this drawing. Indicates epaaa*ace or professional mngllwring qtr`C jr, 1-2- Irk, TOT.LD. 42.0 PSF $EQN- 187108 responsibility nlely fpr the design show, The suitability end use of this drawing for mow structure 1s the 8351 RovBnaCircie b f the Building gwigner per ANSI/TPI 1 Bee.2. ♦/•��y/ a`i•H DUR.FAC. 1 ,15 FROM I KE Sacramoto,CA 95828 For more information s this Jobs general no page and these web sites, IY-e W.`w' ALPINE: .elpineitf.com; TPI: ww,tpinst.org; WTCA:woo notes ICC: w .lccsafe.org SPACING 24.0" JREF- 1 VMV7 1 75201 F)(P 1")..-411.41.46----- 1 l 1 (1215107--FOUR D CONSTRUCTION CO. -LOT 19 MEDALLION MEADOWS -- TIGARD, OR - Al) THIS DIAL, PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 20.00 ftcan hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud::Rt Wedge 2x4 HF Std/Stud: Wind loads and reaction based on MFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. design, Deflection meets L/360 live and 1/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. factor for dead load is 1.50. 4X5 PRIj �� / 1.5X4 ____1 .5X4 / / _ // 4 4-1-0 .,� 0-7-0 �� v CII — -- lbw; 0-7-0 3X5= 3X5= 3X5---- 0-0 4X5(62) 4X5(B2) 12-0-0 -1 I.. ..2-0-0- -1 5-6-0 5-0-0 5-0-0 5-6-0 7-0-0 7-0-0 7-0-0 IL_ 10-6-0 _1_ 10-6-0 _I I�' 21-0-0 Over 2 Supports l R=1028 U=65 W=5.5" RL=51/-51 R=1028 U=65 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP, Wave FT/RT=2%(O%)/4(0) 15.02,00.1 4. Truss Components of Oregon 503 357-2118 •• ..+s4.S 4w QTY:1 OR/-/1/-/-/R/- Scale =.3125"/Ft. Components l ) "'WARN • NEM AND WUA ALL NOTES ON THIS DRAINING! A 825 N4th Ave,Cornelius OR 97113 ',IMPORTANT"' FURNISH THIS DRAVIWR To ALL CONTRACTORS IICLUDIAN THE INSTALLERS. ?% TC LL 25.0 PSF REF R7175- 6645 Trusses require extreme care in fabricating, handling shipping, install) and brad the latest edition of BCSI (Build) Co �, ng Mia Refer to and follow toperforming (Building Component shall Sapro Information, by TPI and CSI for ssty practices prier wt� TC DL 7.0 PSF DATE 12/29/15 per ng tneav functions. Installers shun provide temporary bracing per SCSI. Unless noted otherwise. n`� L1 f ,0111164 top chord shall have properly attached structural sheathing and bottom chord snail have a properly attached `C `" rigid ceiling, locations shown for permanent lateral restraint of webs shall have bracing inbtalied per BCS1 BC DL 1 0.()D PSF A�1O�— to sections 53 S7 or B10. as applicable. Apply plates to each race of trussa n DRW GAUSR7175 15363002 L the J Details, unless noted otherwise. Refer to draw lam_ and position a shown above and o drawings Z forstandardplate poo ,ane. BC LL I Alp division o£ ITS Building Components Group Inc. shall not be responsible for any deviation from this 0.0 0 PSF CA-ENG CWC/CWC AN ITW COMPANY drawing, an failure ilure to build the truss in conformance with ANSI/TPI 1, or for handling shipping, ng of trusses. Ml. ••."-�. A awl a this brrllyg� design 'y�!�this i Indicates sesapsw,,,..r professional enamoring ..01)„, '4.0„ 7 1g6°+ ti TOT.LD. 42.0 PSF SEQN-Thenp or SE N— 187105 1 ty and use or this drawing far any structure Is the A 8351 R...or& fwmpmneleility or the wilding Cosigner per ANSI/TPI 1 Ba.2, �' g DUR.FAC. 1.15 FROM I KE Saran ote,CA 95828 For more Information see this job's general notes page end these web sites: ��iyT,0� _ ALPINE: r.alpineltw.com: TPI: www,tpinst.org:WTCA: www.sbdwww.hocsafe.org ICC:w ,iccsafe.org SPACING 24.0" J REF- 1 VMV7 1 7 5 ZO1 ww EXP.12 31 1S, THIS DIN; PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215107--FOUR D CONSTRUCTION CO, -LOT 19 MEDALLION MEADOWS -- TIGARD, OR - A2) Bot chord 2x8 DF-L SS chord 2x4 DF-L &Bet. 2 COMPLETE TRUSSES REQUIRED I Webs 2x4 HF Std/Stud :W3 2x4 HF #2: Nail Schedule:0.131"x3" ' min. nails Special loads Top Chord: 1 Row 012.0 " o.c. Bot Chord: 2 Rows B 4.50" o.c, (Each Row) (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1,15) Webs : 1 Row 0 4" 'o.c. BC- 1224.10 lb Conc. Load at 0.94, 2.94, 4.94, 6.94 Use equal spacing between rows and stagger nails 8.94,10.94,12.94,14.94,16.94,18.94 in each row to avoid splitting. 120 mph wind, 20.33 ft mean hgt, ASCE 7-10, CLOSED bid Located 4" o.c. spacing of nails} perpendicular and parallel to g anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 grain required in area Over bearings greater than 4" psf, wind BC DL=6.0 psf. Wind loads and reactions;based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for balanced snow load based on Pg=25.00 psf, Ct=1.10, factor for dead load is 1.50. Ce=1.10, CAT II & Pf=21.117 psf. 1. 5X7(R) III , /� l 4X5,---,---- • �� - 4X5 4 — 4 00 W3 f 4111 4-1-0 y �, �0-7-0 IllUil il � / \ 1 — -- I \Z 0-7-0 3X10111 Ii0612= ..--....- 1 -0-0 BX10= 3X10 III 4X12(B3)= 4X12(B3) 5-6-0 5-0-0 + 5-0-0 3,14 5-6-0 (l. 10-6-0 ,1- 10.6-0 I` 21-0-0 Over 2 Supports -H R=7238 U=451 W=5.5" • R=6573 U=416 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.02.00.' TY:1 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon 503)357-2118 "MRNINc1••READ AND FOLLOW ALL Aturfs ON THIS nRnelu6t t`aa D �� TC LL 25.0 PSF 825 N4th Ave,Cornelius OR 97113 'rINPORTAYfa' FURNISH THIS DRAWING TO ALL COMPACTORS INCLUDING THE INSTALLERS. '`Vr REF R7175— 6646 Trusses require extrema care,n fabricating, handling, shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information by TPI a„ MrCA) for safetyc�S/ w 14659'�`•I' • TC DL 7.0 PSF DATE 12/29/15 to performing these functions. Installers shall provideedcolher Ps . top chord snail haveProv temporary bracing per BC51. Unless noted otherwise. �, properly attached structural sheathing end bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI Y'/.ai++111 BC DL 10.0 PSF DRW CAUSR7175 15363003 .."41111664 „4451111---,[1::3) ”' aac I n B3 ri:r'u10 as a[Pllcabla. APPIY Plates:to each rice tru aM pos tion'LT': s snows above arm on[ne l t Details, nless no ed vt wraisa. Refer d aw,ngs l6gA Z Parsstentlera plate paaitiana. BC LL t a of ITN Building Components Group Inc. ,nail t be responsible her any deviation cram this 0.0 PSF CA—ENG CWC/CWC drawing, any failure u build he conformance with ANSI/TPI 1, ur for handling, shipping, "�"�' AN ITW COMPANY installation a bracing of trusses. runs ,n t A seal en tirls tlrwinD or cover e.g.listing this drawing, Irdl..t...ee.pt.nw of pref..alen.I engineering �' '4'o. 199 Qw'`+v TOT.LD. 42.0 PSF SEAN- 187115 responsibility wl.Iy for the design.be.n. The suitability and use of hal.drawing for any.truvtur.le the 8351 RuvanaCilcle .w.penwlbility of the Building B.wlgnwr per ANSI/TPI 1 sw.t. ri4 we�H DUR.FAC. 1.15 FROM I KE SACIainCRt0,CA 95828 For more information see this job's general n page end these websites. ALPINE:w .elpineltw.co.; TPI: w w .tpinst,org;RTCA:ywr notes ICC:s woe..Iccaefe,org EXP.12-31-10SPACING 24.0" JREF- 1VMV7175Z01 w , I. (1215107--FOUR D CONSTRUCTION CO. -LOT 19 MEDALLION MEADOWS -- TIGARD, OR - B) THIS ENG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. • Top chord 2x4 HF #2 120 mph wind, 20.67 ft Mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: I See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 forgable wind Wind loads and reactions based on MWFRS with additional C&C member bracing requirements. design. increase Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets V360 live and L/240 total load. Cres factor for dead load is 1.50. Creep load applied per IRC-12 section 301.5. Truss spaced at 24.0" OC designed to supportTruss designed for unbalanced snow load based on Pg=25.00 psf, outlookers, Cladding load shall not excd3.00oPSFtonecface Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. and 24.0" span opposite face. Top chord must not be cut or notched. • • 4X5= -____1,------111--- ]B--_, —,,,_ . r r 5-5-0 4 0 0 0 �0 0 0 n 0 0 0 0 0 NIM 0. _ T / /////////i///////////////////,/////////////'////'///////////%/,///////,///////Tl!/// / / T - -1 -o-o 3X5(62).--=- 5X5= 3X5(62) 2' II, 14-6-0 ,I_ 14-6-0 J k1` 29-0-0 Over 2 Supports >{ R=162 PLF U=18 PLF W=29-0-0 RL=4/-4 PLF Note: All Plates Are 1.5X4 Except As Shown. • Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% 0% /4(0) 15.02.00. �"�� ITY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon 503)357-21 I8 e1iwRMINGIie READ AND FOLLOW AL DOTES ON THIS DRAWING, , , ._ ' 7rT 825 N 4th Ave,Cornelius OR 97113 ”I1PoRTANTr• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. '< TC LL 25.0 PSF REF R7175— 6647 Trusses requires extreme care in fabricating, harnllimg shipping Installing and bracing. Refer to and follow M the latest edition of BGS1 (Building Component Safety Information, by TPI and BTCA) far safer fit TC DL to performing these functions. Instillers shall provide temporary breci y practices prior t 46 59 ' ` 7.0 PSF DATE 12/29/15 Top chord shall have properly attached structural sheath) no per all h e 1 noted otherwise. /fya�, rlgltl celllra�. Lncations shown Po „a n9 etM bottom chord M1ell lav p pe Iy ettacMtl O, sections B3 BT or 610. a r permanent lateral restraint of webs shall have bracing Installed Per 8GS1 .l", BC DL 1 0.0 PSF IT w app)mTble. Apply Plates to each rade of t and positionraw above and d DRW CAUSR7175 15363016 ..4 L,P-!\ ' I a the Joint Details. unlessnoted otherwise. Refer u drawings,SGA-Z Fora standard plate positions. " ' `V, r drawiine, a ng,R divisonof 11W Banding Components GruuP Int. shall nut be responsible far any deviation from thin BC LL 0.0 PSF CA-ENG CWC/CWC AN ITW COMPANY conformance with ANS VTn1 ,, ar fur handling, shipping pawing, ny failure bracing of trusses. �V responsibility on 11'I't'Irt drawing era lygro�w dly l' listing this aralaleg, lltllatN ragptrfpw or Rro,YMlenrl n,D Hntlrlr,N Ij' T' 1;%.b. H'3� �t�I TOT.LD. 42.0 PSF SEAN- 187095 P,sham, The suitability ant!use or this drawl eny strueWrs,Is the , V e?$1 Rovonp Circle responsibility or thaw Building Daalgner par ANSI T►1 T sae.z. "°'"r1;44: DUB.FAC. 1 .15 Swam*,cAssazs far more information a Wr CiN FROM IKE ALPINE: .elpinelta.com; TP1,see NTCA;aww 3b ndust e sea those web s� Icc �_ y.`amr "` """" `°`a•°rg EXP.12-31-15 SPACING 24.0" JREF-• 1VMV7175Z01 0 • (1215107--FOUR D CONSTRUCTION CO. -LOT 19 MEDALLION MEADOWS -- TIGARD, OR - B1) THIS DOG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #1&Bet. 120 mph wind, 20.67 ft *lean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. • :Lt Wedge 2x4 HF Std/Stud::Rt Wedge 2x4 HF Std/Stud: Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reaction$ based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. factor for dead load is 1.50. • • • • • • 5X5(R1)i �p\\ 4 . 1.5X4 / \\\� 1.5X4 4 1— / \\ 5-5-0 _ 0-7-0 -- / \ ---:] 4 C •TT LL1 _ - +1 -0-0 5X5(62)= 3X5= 3X5= 3X5= • 5X5(62) • Lc?-°-°›..1 • L. 7-3-5 _I_ 7-2-11 I` 9-8-3 _I_ _ I_ 7-2-11 I_ 7-3-5 9-7-10 'T' 9-8-3 'I I_ 14-6-0 _I_ 14-6-0 -J l29-0-0 Over 2 Supports Id R=1372 U=91 W=5.5" ' R=1224 U=64 RL=54/-56 • Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00.1 �p !f,0 QTY:10 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon15031357-2118 "MAARNINGI"Reno AND FOLLOW ALL NOES DRAWING!TIAs DRAWING! 825 N4th Ave,Cornelius OR97113 ..INPORT " FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING 114E INSTALLERS. ` • TC LL 25.0 PSF REF 87175- 6648 Tru 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 WTCA) for safety practices prier �Gw • 14659 40:444, the TC DL 7.0 PSF DATE 12/29/15 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. top chord shall have properly attached structural otighbitk t ral sheathing and bottom chord shall have a properly attached ' rigid ceiling. Locations shown far permanentlateral restraint of webs shall have bracing Installed per SCSI BC DL 10.0 PSF DRW CAUSR7175 15363004 111777 ect lona 83. S7 or 810, a apP,lcoble. Apply Plates to each face o a.position as shown above and o All LO) NtM1e Joint Dataiis unleasanoted a hares R T xo tlrawings l6gA-Z Pa raetentla plata pwsitluns. m• I' it—, "'P`na. a d'""°n°T 'TM D° "g e _ BC LL 0.0 PSF CA-ENG CWC/CWC drawing, on failure ring�hr a �truss i n(IutTMhisayrM Proofing, nel rates ssseJ,l s° w/ 're/4aalan�ln Ince,15g 15 / ..$. ,9$ - AN ITW COMPANY installation ort Tor professional g I.Tis ,r of errata" SE N-� 187084 for rafintilre n...1«,this a /► 9' t-w" TOT.LD. 42.0 PSF responsibility solelyy „N ?�} 7m 1 t1V Q responsibility lor ermine T'4NW.ISH�` DLR.FAC. 1 15 FROM I KE 8351 RUVfl66 Circle VI the Building Designer per ANSI/TPI 1 See.2. V SIOISMnto,CA 95828 For more Information see this Job's general notes page end these web sites: ALPINE:wwe.alpineitw.cow; TPI:wyw.tpinst.org:RICA:wwa.sbcindustry.com; ICC: waw.lccsafe.org SPACING 24.0" J RE F-• 1 VMV7 1 7 5 Z01 EXP.17-R1-1 • (1215107--FOUR D CONSTRUCTION CO. -LOT 19 MEDALLION MEADOWS -- TIGARD, OR - B2) THIS DOG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 20.67 ft Mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2 :B2 2x4 HF #2: anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: d Bottom chord checked for 10.00 psf non-concurrent bottom chord live designoads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. • Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, factor for dead load is11.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. • 5X5 1 .5X4 / \ -.7----___ 4X5� 5-5-0 / /''/ - 0-7-0 \\\ i _ 0-7-0 4X5(62)= 3X5= 3X5.--- 62 3X5= 4 • 3X53X5(B2) 12-0-0,1, 24-6-8 4-5-8 =1c2-0-0>1 L_ 7-3-5 ..7-3-5 7-2-11 _I_ 7-4-9 I_ 7-1-7 I` 9-8-3 9-7-10 -1--- 5-5-7 -I- 4-2-12 'I L' 14-6-0 1i-6-0 k29-0-0 Over 3 Supports >1 R=1170 U=83 W=5.5" R=1354 U=52 W=5.5" RL=64/-64 R=210 U=45 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02,00,1 , •., QTY:3 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (5Q3)357-2118 "Y7AI9IING1`•READ AND FDLLDN ALL NOTES oN THIS DRAMS/ ,44�' 0 TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "IIPDRTANr. RADOM THIS DRAWING m ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175- 6649 Trusses require extremacare in fabricating, handling, shipping, Installing and bracing. Refer to and follow ` } _ the latest edition of CI (Building C(awpohent Safety Information by TPI and NTCA)for safety practices prior go TC DL 7.0 PSF DATE 12/29/15 to performing these functions. Instillers shall provide temporary bracing per BC51. Unless aP ted otherwise. B — top chord shall have properly attached structural sheathing and bottom chorshall have attached �, 1 46 59 ,40111164, properly eched 10.0 PSF rigid ceiling. nr BTU. n shown for permanent ply lateral each fa of wets sand have tracing installedowbo per SCSI DRW CAUSR7175 15363005 A�L�>>� I TM, sections 83, B1 or BID. as"applicable. Apply plates to each face of trusss n the Joint Detnlls unhess Died otharwi se. Refer to tlrnwi 16oA- position a shown above and o �a Z rnrrardartl plata pasitiuns. BC LL 0.0 PSF CA-EMG CWC/CWC Alpine, a division of ITN Building Components Group Uric. stall nuc ba responsible fur any day anon from this drawing, any failure to build the truss in conformance with ANSI/61 1, or Por handling shipping •;:i..-p AN ITW COMPAnry installation IT bracing of trusses. n TOT.LD. 42.0 PSF SEQN- 187081 Awlen thI.drawing or Dever papa listing this graving, IMigltsa anuptaroa Of professional engineering 19' '4...0.�'..4.6. wafrr responsibility s.lely for iris design*home. The suitability end use of this droving far any structure is tla. 1t FROM I KE 8351Ammim Circle nwponsibhlify or the wilding Designer per ANSI/TP1 1 S.b.2. OUR.FAC. 1 .15 SBciailen4CA95828 For more Information s this Jobs general no TZA�w.. ALPINE:waw.alpineitw,com; TPI: waw 5 p'ge'"d these beb s SPACING 24.0" J REF-• 1 VMV7 1 7 5201 .tpinst,arg; NTLA:www.abelntlustry.eom, ICC:www.l ccsafe.o rg PIP 12_�q®�t _ 1 , ♦ 41 1 • (1215107--FOUR D CONSTRUCTION CO. -LOT 19 MEDALLION MEADOWS -- TIGARD, OR - B3) THIS Off PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #1&Bet. 120 mph wind, 20.67 ft Mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. anywhere in roof, RISK IAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reaction$ based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, factor for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. • • • • • • • • I. 5X5(R1)Di Ah 1.5X40 / \'\,``�\ 1.6X4 Di \t 4 �/ \\ / — 4 5-5-0 0-7-0 ' /;: \ \\� • • _L /-- - — 0-71-0 L T c%'' �' _ --- ilia 8-0-0 SX5(B2)= 3X5= 3X5= 3X5= • • 5X5(62) 1.,2-0-%.1 Lc..2-0-0>1 F" 7-3-5 I_ 7-2-11 _ i` I_ 7-2-11 I_ 7-3-5 JJ 9-8-3 �` 9-7-10 -i` 9-8-3 '1 I 14-6-0 -I— 141-6-0 _1 F29-0-0 Over 2 Supports R=1367 U=90 W=5.5° R=1367 U=90 W=5.5" RL=64/-64 • Design Crit: IRC2012/TPI-2007(STD) • PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00.1 4 QTY:5 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon 5031357- 118 "EARNING I.. Reno AND FOLIAR ALL NOTES ON THIS DRAWING! �� 1 OA' REF R717 825 N 4th Ave,Cornelius OR 97113 •r11Po11TIwr" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLINING THE INSTALLERS. 4 TC LL 25.0 PSF 5- 6650 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 end RICA) for safety practices prior /.. `7 TC DL 7.0 PSF DATE 12/29/15 o performing these fano Ions Installers Provide tamper.ry bracing per BC6i. Unless entad otherwise. /yVm 14659 • top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached `' a rigid ceiling. locations shown for permanent lateral restraint of webs shell have bracing installed per BCSI 8C DL 10.0 PSF DRW GAUSR7175 15363006 A ri L0) NJ sect loran BD B7 or B1❑ ss applicable. Apply plates to each face trussstandard position as shown above and on �It--1 I the J Details, unless noted Otherwise. Refer to drawings 160A-Z Pars dertl plate positions. dMP division of ITR Building Ccepona s Croup Inc shall nut be responsible for any deviation from this BC LL 0.0 PSF CA—ENG CWC/CWC ng y failure u build the ruse n conformance with ANSI/TPI 1, ur for handling, shipping, •'i.. AN ITW COMPANY inst./lotion p brae ng of trustee. w'w TOT.LD. 42.0 PSF SEQN- 187079 nhw,sseep nl the erring or*ever page listing this drawing, Indicates acceptance of professional engineering r Q y solely for the design shown. 'Ti,.suiTP1 1 I thy end w or this drawing tor any structure I.the 9�j6,. _ 'Q DUR.FAC. 1 .15 FROM IKE 8351 RovanaCircle responsibility*f the Building l*Inp Designer 1pnar per MSIITPI 1 Sac.R. Aly'Myr Gk, Sacramento,CA 95828 For more information s this job's general notes page and these web sites: — — ALPINE: www.alpineitw.com: TPI see WTCA:www.sbcintlustry.com; ICC:www.lccsafe.org SPACING 24.0" JREF- 1 VMV7 1 7 5201 FXP 12-q1,4$ ' r (1215107——FOUR D CONSTRUCTION CO. —LOT 19 MEDALLION MEADOWS -- TIGARD, OR — B4) THIS DOG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 20.67 ft lean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud::Rt Wedge 2x4 HF Std/Stud: Wind loads and reaction$ based on MWFRS with additional C&C member See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind design. bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12'section 301.5. factor for dead load is 1.50. Truss spaced at 24.0" OC desi ned to su Truss designed for unbalanced snow load based on Pg=25.00 psf, g pport 2-0-0 top chord Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. outlookers. Cladding load shall not exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched. • • 4X5(R) III • � 5- 5-04 — 4 I �\ 0-7-0 I 111 '- 0-7I-0 �� a o 0 0 o a u — o a I L8_o_o T � /////////////////////%//////////i//////////i////////////////// / f//>�✓/////�////////////i///3X5(B2)-=-- 5X5=—= 3X5(82)_ l< 2' 1.< c2 a1 k 14-6-0 ,I— 14- 6-0 J k29-0-0 Over 2 Supports • R=172 PLF 0=20 PLF W=29-0-0 • RL=4/-4 PLF Note: All Plates Are 1.5X4 Except As Shown. • Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. '"' STY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 **MARIONGI••READ AND FOLLON ALL MITES ON THIS DRAPING! (4� p 0' 825 N 4th Ave,Cornelius OR 97113 ••iIPPRTANTir FURNISH THIS DRAPING TO ALL CONIRAC7pRS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175- 6651 Trusses require extreme care in fabricating handling, shipping Installing and bracing.Refer to and follow 14659 the latest edition of BCS!(Building Component Safety Information by TPI and NTCAfor safety practices prior w ..!1? TC DL 7.0 PSF DATE 12/29/15 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. top chord shall have properly attached l sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for pe lateral restraint of webs shall have bracing Installed per BCSI . DRW C:AUSR7175 15363012 rI 63 87 or X10 aPP1lcble. Apply plates to each far of t a,�position as whew above and ei, BC DL 1 0.0 PSF /,�r�II LO)-N L-1 the J Details, unlessnotedotherwise. Refer to drawings 160A_Z for standard plate positions. " �� ■'ILJ I Alp' divisionof ITA Building Components croup inc. shall not be responsible far any deviation from this p. :'0' BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any fail to build he r conformance with ANSI/TPI 1, or for handling snipping, AN ITW COMPANY inscanat on a bracing of trusses. a A said as this drawing or ewer page listing this drawing, led.eataw waawptanes of prafaawl.nal engineering ,A/ .$.e 7,..00. ��"' TOT.LD. 42.0 PSF SEAN-• 187092 responsibility stalely for the design.Moi. The suitability and uea or this drawing for any structure Is the 8351 RovonaCircle nssPms.ibility.f the Building Designer par ANSI/TPI T Sena. 'SINN W.G Q DUN.FAC. 1.15 FROM I KE Sacramento,CA 95828 For more information see this job's general notes page and these web sites: — — ,— ALPINE: w ,aipineltw,com; TPI: ww.tpinst,org;DTCA:aww.sbcinduscry.cmwww.lccsafe.org ICC:w .lccsafe.org EXP.12-31-15 SPACING 24.0" JREF-• 1VMV7175ZO1 w (1215107--FOUR D CONSTRUCTION CO. -LOT 19 MEDALLION MEADOWS -- TIGARD, OR - C) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ftan hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind design, bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 '.section 301.5. factor for dead load is 1.50. • Truss spaced at 24.0" OC deal nod to su Truss designed for unbalanced snow load based on Pg=25.00 psf, g pport 2-0-0 top chord Ct=1.10, Ce=1.10, CAT II' & Pf=21.17 psf. outlookers. Cladding load shall not exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched. • • • 4X5= 1. R i 4 I-- ", , /l '�.I__ _ 4 3-7-0 i 0-7-0 -1--1- Q IQ Q Q Q Q Q ■ C ' .."///// /////// ///////////,/ilii/////T/.Till/;/// / ° ° 3X5(82)sa 3X5(B2) • �2-0-0—� L-2-0-0—J I_ 9-0-0 _I_ 9-O-O J Ic 18-0-0 Over 2 Supports _1 R=518 U=98 W=5.5" R=152RQ6fl1UV1.318LF W=17-6-8 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. Sit +'$Ro c :1 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon 503)357-2118 '.I ARP j TO REM ADD FOLIO,ALL NOTES ON THIS DRAWING! � IP: 825 N 4th Ave,Cornelius OR 97113 m"IMPORTA '• FURNISH THIS DRAWING ALL counowrms INCLUDING THE INSTALLERS. NTTC LL 25.0 PSF REF R7175- 6652 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 RCA) for safety practices prior cy to performing these functions. Installers shall ids 14659 9 TC DL 7.0 PSF DATE 12/29/15 top chord shall have properly attached structuralpshe temporary bracing per SCSI. e a pr penoted otherwise, sheathing and bottom chord shall haves a properly attached 1(.71,41110/• �n,'I rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCsI ill ,,j,�,, 1 BC DL 10.0 0 PSF DRW CAUSR7175 15363013 63, 87 or 810 applicable. Apply ,4�I �01- i ] sections o as pp y plates to each face ere and position as shown above and an II IL=K J , the Joint Details, less noted otherwise. Refer to drawings 160A-Z for standard plate positions. I Alpine a div s of IT11 Building Components Group Inc. shall net be responsible for any deviation from this •:i •_• BC LL 0.0 PSF CA-ENG CWC/CWC drawing, any failure to build the truss n wnformance with ANSI/TPI 1, or for handling shipping, '.sf AN ITW COMPANY Installation A bracing of tresses. i A art on this drawing or cover pegs listing this drawing. indicates amasptance of professional engineering '9/ Ec 7.t9`." 'Q TOT.LD. 42.0 PSF SEQN- 187117 responsibility solely for the design down. The suitability and use of this drawing/for s,6,structure Is theQ 1. 8351 Roma Circle responsibility of the tel Designer per ANSI/W1 1 Sen.2. r�qN • Wr G DUR.FAC. 1.15 FRDM I KE Sacramento,CA 95828 For more information see this Job's general notes page and these web sites, ---- _ _ ALPINE:wmx,alplreltw.con; TPI: www.tpinst.org;WTCA;one Sclntlostry,com; ICC:waw.lccsafe,mrg EXP,12-31-15 SPACING 24.0" JREF- 1VMV7175,701 l (1215107--FOUR 0 CONSTRUCTION CO. -LOT 19 MEDALLION MEADOWS -- TIGARD, OR - Cl) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2 Bot chord 2x6 DF-L 2400f-2.0E 2 COMPLETE TRUSSES REQUIRED 1 t r Webs 2x4 HF Std/Stud :W3 2x4 HF #2: Nail Schedule:0.131"x3 min. nails 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bid Located Top Chord: 1 Row #12.0 " o.c. Botanywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC WebsChord: 1 Row @1 Row124 o.c.c DL=fi.O psf. Use equal spacing between rows and stagger nails Wind loads and reactions based on MWFRS. in each row to avoid sp itting. 4" o.c. spacing of nailperpendicular and parallel to Deflection meets L/360 live and L/240 total load. Creep increase grain required in area er bearings greater than 4" factor for dead load is 1.50. Truss designed for balanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21117 psf. 4X8(R) III 4X5-.----- 4X5,,----4X5= 4 r / / * W3 ` 4 3-7-0 0-7-0if /' MININ 0-7-0 — — — 9-0 0 i OMEN! 3X7 III 8X8= 3X7111 4X12(B8R)= 4X12(B8R) 4-9-5 >I..e 4-2-11 4c 4-2-11 3. 4-9-5 7i 9-0-0 ,I, 9-0-0 J 18-0-0 Over 2 Supports R=6020 U=21 W=5.5" R=6096 U=21 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02,00. ORO f Y:1 OR/-/1/-/-/R/- Scale =.375"/Ft. Trues Components of Oregon 971137-21 18 a'eAm1B RNI w• HEAD AND wlwu AL NOTES ON THIS MIWIIe. L4�5� s TC LL 25.0 PSF 825 N4th Ave,CorneLus O>�97113 ...IMPORTANT". BURNISH THIS awulNa TO ALL coNnucmHs MIMING THE INSTALLERS. REF R7175- 6653 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCS) (Building Component Safety Information TPI and WTCA for safety practices prior 44 o performing these functipns.attached shall r tSCSI.av s 1 46 59 'Q TC DL 7.0 PSF DATE 1 2/29/1 5 provide tempo any b a ho per llh glias noted attached �' top dchordcep shall have properly a for pe man structural sheathing and bottom chord shall M1 a properly d per RC rigid ceiling. orLocations shown for permanent lateral restraint of webs shell have I. ng installed per BCSI 1 BC DL 10.0 PSF DRW GAUSR7175 15363007 eppllcable. apply ,4 r1 ,�O`J� ' ,1 sections B3 gT or am as pp y plates to eecp feta of trussrand position as shownaboveend an s" II J the nt Da nils, unless notatl otherwise. Refer to drawings 16gA-Z ro rs antlard plate posit o Alpina a dvisia of ITN aglltling gomp,nent.group Inc. ,pall.tet ba raepuna,bla far any daviatlnn frim ih,a 07,...1: BC LL 0.0 PSF CA-ENG CWC/CWC drawing any failure to build the truss in conformance with ANSI/Tpl 1. d-fur handling, Shipp-,g, y _ AN irw coMpnnn installation.prat ng of trusses. .0), .. Qty+ TOT.LD. 42.0 PSF SEQN— 187120 AA arils fnl this drawing or nor*,pego listing this drawing. Indlost..acceptance of prefo.i.n.l.ngineer A Ity solely for the design slaw,. Ti..auitebl Illy end uee of Thin droning for any structure Is tlwr ` - 835]RovanaCircle responsibility of the Building Designer per ANsI/TPI I s.c.:, fah. Ci �' DUR.FAC. 1.15 FROM 1 KE Sacramento,CA 95828 For more information see this Job's general notes page end those web sites: ALPINE:eww.alpimita.eom; TPI; mwe.tpinst.org; WTCA:ww.sbclndustry.com: ICC: www.lccsafe.org EXP.12-31-15 SPACING 24.0" JREF- 1VMV7175Z01 1 f�� 1 , , THIS DOG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215107--FOUR D CONSTRUCTION CO. -LOT 19 MEDALLION MEADOWS -- TIGARD, OR - D) Top chord 2x4 HF #2 120 mph wind, 15.00 ft Dean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind IC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: :Rt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind design. bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12'section 301.5. factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Truss spaced at 24.0" OC designed to support 2-0-0 top chord Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. outlookers. Cladding load shall not exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched. • • • • • • 5X5= 4 r !.�\\Y 4 5-11-0 0-7-0 N�N'N0-7-0 Ingo 0 0 [Homo goo nun a o ,ii y ...10_9-0-0 I ri / T7///////////////////////////////// ////////%/////////////////////////T /,/ / T 3X5(B2)= 5X5=--7-- 3X5(B2) I.E2' ..1 L2i J 16-0-0 16-0-0 • 32-0-0 Over 2 Supports R=174 PLF U=14 PLF W=32-0-0 RL=6/-6 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TVP. Wave FT/RT=2%(0%)/4(0) 15.02.00. p1WRg 4TY:1 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon 503 357-2118 ""MARNINGI em READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF R7175— 6654 p )) "IMPORTANT.. FURNISH THIS DRAWING TO ALL COMPACTORS INOLUDNND THE INSTALLERS. 'NIL, TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR y7113 5 `` Trusses require extreme care in fabricating, handling snipping. Installing and bracing. Refer to and follow //c�� .�Q TC DL 7.0 PSF DATE 12/29/15 b latest edltlon of SCSI (Building Component Safety Information by TPI and NICA) for safety practices prior CC., 14659 s f to performing these functions. Installers shell provide temporary bracing per SCSI. Unless noted otherwise. CC., op chord shall have properly attached structural sheathing and bottom mord shall have a properly attached BC DL 1 0.0 PSF rigid ceiling. Locations Shown for permanent lateral restraint of webs shall have bracing Installed per BCS1 fr s B3 g7 or B1U es applicable. Apply plates to each face of trussand position as shown above and on .L.. =r , DRW CAUSR7175 15363014 rI , sections ,4 1LI J N the 1 Details. unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. - 't,1 _ 1 Alp- division of 1TW Building Components group Inc. shall nut be responsible for any deviation from this .(i..•. BC LL 0.0 PSF CA ENG CWC/CWC AN TW COMPANY Instal/at1 n failure bracingtoob build the truss in Conformance with ANSI/TPI 1, or for handling shipping, V - A.wI en 51110 drawing or acceptance peg.listing this drawing. Indicates accepto.of professional engineering 9< +FC. Tt 1 Q{4'v TOT.LD. 42.0 PSF SEQN- 187077 responsibility palely fpr the design.lean. The suitability aid use of this drwstructure le 511 `ing for any strPl/,qNW.C ��' BUR.FAC. 1.15 FROM 1 KE 8351 Rilvana Circle responsibility or the Building Designer per ANSI/TFI 1 See.2. Sac'amcnto,CA 95828 For more information see this job's general notes page and these web sites: SPAC 1 NG 24.0" J RE F- 1 VMV7 1 7 5201 ALPINE:awc alpinelte.com: TPI: wwn;.tpinst.org: NTCA:waw.shoindustry.coICC:w"w.iccsafe.org EXP.12-31,15 e r 1 ' (1215107--FOUR 0 CONSTRUCTION CO. -LOT 19 MEDALLION MEADOWS -- TIGARD, OR - D1) THIS 01iG PREPARED FROM COMPUTER INPUT (LOADS &OINENSIORS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #1&Bet. anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. • Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12 section 301.5. factor for dead load is 11.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. • • 5X5= 3X5% e 4X5k 1.5X40 - i ,*-� 1 .5X4/// • 0-7-0 \ / a}--------."-----.__,``_ 4 5-11-0 5X5(62):--=- 3X5= 5X7= T 3X5= 3X5(62) -O-OIC 25-fi-8 >e 6-5.48X12 0-_J 5-8-0 5-6-0 4-10-0 4-10-0 5-6-0 5-8-0 7-10-12 8-1-4 9-6-4 6-5-'2 II-- 16-0-0 -I— 16-0-0 J 1< 32-0-0 Over 3 Supports >I • R=1182 U=9 W=5.5" R=1607 W=5.5" RL=89/-89 Ri=229 U=25 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00.1QTY:6 OR/-/1/-/-/R/- Scale =,1875"/Ft. Truss Components of Oregon (503)357-'_118 awOAR11IINGl ww READ AND F011011 ALL ROTES ON THIS DRAWING! 04 ' `OF, 825 N 4th Ave,Cornelius OR 97113 w'IIPORTIWT" sums'Tuts DRARIND To ALL DatmacTDRs muumuu THE IissrAUERs. TC LL 25.0 PSF REF R7175- 6655 Trusses require a e in fabricating handling, shipping, installing and bracing. Refer to and follow the latest edition ofeRCS!o(Building component Safety Information by TPI and OSCSI for safety practices prior ,(/'��'��`il,1 46_IT TC DL 7.0 PSF DATE 12/29/15 to performing these functions.[installers snail provide temporary bracing per SCSI. Unless noted otherwise. A.��a' 1446 599� * — top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ti. �w rigid ceiling. locations 5M1own for permanent lateral restraint of webs shall have bracing installed per ItCsl BC DL 10.0 PSF DRW CAUSR7175 O�= he ions B3 a]or ung as ePPlnoted oLble. Apply Refer es ta to drawings face of For and rd plate as shown above and on ., 15363008 L the Joint 3. DIDetails, mess notatl o ble. A. Refer ace of truss position plate ase hiuns. I Alpine a division of ITR Building Components group Inc. shall net be responsible far any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC AN INV COMPANY insdrawing, any failure to build the truss In conformance with ANSI/TPI 1, ur fur handling, g, $.47.shippin ,:a iallat on a bracing of trusses. A meal anelpliity dris rlely�ymr til.ar clover page listing this yemu,tMaelli;yndel,`tleue�w ara'e�B, tl"°:.St ofwing .;y':sr.engineering l"'ers i p0e�i. �jf oz. j�198 ' 4` TOT.LD. 42.0 PSF SEQN- 187071 8351 Roma Circle respeneiblllty of the(wilding D»lgn.r per ANSI/TPI 1 See.2. �'"4N W. C�, DUR.FAC. 1.15 FROM IKE SaClalnento,CA 95828 For more Information see this job's genera, notes page and these web sites: - — ALPINE:wwa.alpineltw.com: Tp1, twaw.tpinat.org:RTCA:www.sbcindustry.com: ICC:waw.iccsafe.org SPACING 24.0" J REF 1 yMV7 1 7 5, 01 Gvkesle2 3$ #5i i 1 - (1215107--FOUR D CONSTRUCTION CO. -LOT 19 MEDALLION MEADOWS -- TIGARD, OR - 02) THIS DOG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located OAT Bot chord 2x4 HF #2 anywhere in roof, RISK AT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Wedge 2x4 HF Std/Stud: Wind loads and reactions based on MWFRS with additional C&C member See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind design. bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase load applied per IRC-12section 301.5. factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Truss spaced at 24.0" OC designed to support 2-0-0 top chord Ct=1.10, Ce=1.10, CAT It & Pf=21.17 psf. outlookers. Cladding load shall not exceed 3.00 PSF one face and 24.0" span opposite face. Top chord must not be cut or notched. • • 4X5(R) III 1 • 5-11-0 0-7-0 0-7-0 I '0'�� I / ////////////////////////////////// //////////////////////7/////////////77,7727/////ti /, / 1 _*9-0-0 3X5(82)= 5X5= 3X5(B2)7-4 • I-E2'. L- 16-0-0 J, 16-0-0 • • J 32-0-0 Over 2 Supports R=166 PLF U=12 PLF W=32-0-0 • RL=5/-5 PLF • Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00.1 QTY:1 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 e'MARNINGI•w READ AND FOLLOW ALL NOTES ON THIS DRAWING! i 825 N 4th Ave,Cornelius OR 97113 rf IIPORTANraa FURNISH THIS DRAWINS TO ALL CONTRACTORS INCLINING THE INSTALLERS. .<Q Q TC LL 25.0 PSF REF R7175- 6656 Trusses nal.i ra extreme core In fabr,tet l nib handing eh,pping, installing and bracing.Refer to and follow the latest edition of BCS! (Building Component Safety Information by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide'temporary bracing per SCSI. Unlessnotedotherwise. a Adilkh top chord shall have properly attached structural sheathing and bottom chord shell have aproperly fe rigid ceiling, Locations shown for permanent lateral restraint of webs shall have bracingInalledip rhBCSI ed !/,- 6 sections 83, BT a v� or BTU. as applicable, Apply plates to each face of truss and position as shown above end on 4 Iii 1 0.0 PSF DRWEcnusR� s2 15363015 TC DL 7 0 PSF DAT IL l I� BC DL A I ,L�)-,\ I f the Joint Details, unless noted otherwise, Refer to drawings TBOA-Z for standard plate positions ' `�I, t Alp division of ITR Building Compo Group Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG CWC/CWC drawing any failure build the truss in conferment:a with ANSI/TPI I. or for handling shipping, ..i a AN lrw COMPANY installation f,bracing of tresses. TOT.LD. 42.0 PSF A awl on this errilp or Peyer page listingthis Brawl 9 �� SE N-• 1 87074 responsibility solely far the design she.,, The suitability's--use of this drwingfor o professional uctlleis the �C �ty8 44;x, Q reeponalblllty of the Building any at"""'ri'a ''�" DUN.FAC. 1 .15 FROM I KE 8351 Rgvann Circle nR Reelgnrr per ANSI/TPI 1 s.d,t. S•.4N�•�u Swnoo1o,C.A95828 For more information s this fob's general notes page and these web site:: •/ i� — --- ALPINE:waw.alpineltw.com; TP1: www.tpinat.org; RTCA:wwv.sbclndustry.com; ICC:www,lccsafe.org SPACING 24.0" J RE F-• 1 VMV7 1 7 5201 , EXP.12 31 15 THIS DO PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215107--FOUR D CONSTRUCTION CO. -LOT 19 MEDALLION MEADOWS -- TIGARD, OR - D3) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. :Lt Slider 2x4 HF #2: BLOCK LENGTH = 2.000' :Rt Slider 2x4 HF #2: BLOCK LENGTH = 2.000' Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live • load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1,10, CAT II & Pf=21.17 psf. • 3X5 4X5(R) IU 3X5% 0- 7- :-- 1.5X4 Y 1.5X4 1,-.. 4\ `. 1 .5X4 4 r ___--------7 5-11 -03X5(C4)_ % \\ � 3X50-7-0 \_ 0-7-0 1 / iiii 3X5(C4)= 3X5= 5X7= 3X5= 4X5(C4)= I. L�0-°► 3X5% 3X5(C4) l_ 5-8-0 7-10-12 -800-12_I_ 5-6-0 S_1-�-10-0 4c 4-10-g-1-4 5-6-0 _1_, 7-10-la- 0 16-0-0 16-0-0 1 32-0-0 Over 2 Supports I R=1504 U=8 W=5.5" =1346 RL=77/-82 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. ,r41.-A , sTY:B OR/—/1/—/—/R/— Scale =.1875"/Ft. Truss Components of Oregon 503)357-2118 •*WININGIaw REM AND FOLD ALL NOTES 011 THIS DRAWING! is TC LL 25.0 PSF REF R7175- 6657 825 N 4th Ave,Cornelius OR 97113 ^IIrsirmir•e FURNISH 11115 DRAWING TO ALL CONTRACTORS INCUJOIO THE INSTALLERS. Trusses require extrema care in fabricating, handling, shipping, installing and bracing. Refer t and follo .1-4:6;g. the latest edition of SCSI (Building Component Safety Information, by TPI and WrCA) for safety practices prior w 1 46 5 9 TC DL 7.0 PSF DATE 12/29/15 to performing these functions. Installersshallprovide temporary brecieg per SCSI. Unless noted otherwise. _ top chord shall have properly ebbe..structural sheathing and bottom chord shall have a properly attached I^ to rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI �/ BC DL 10.0 PSF DRW CAUSR7175 15363009 A[LP)—-N acctIons 53 57 or u10. as applicable. Apply Plates to each fete of trussLand position asshown above and on —the Joint Details, unless noted otherwise. Refer to drawings190A- i'"' Z for plate positions. • BC LL 0.0 PSF CA ENG CWC/CWC Alpine a d vision of ITW Building Components Group Inc. shall not be responsible fur any deviation from this • a,L drawing, any failure to build the trues in conformance with ANSI/TPI 1. or for handling shipping, AN ITW COMPANY installation&bracing of trusses, ...(: — k-C A epee on b tela dsolely or twat sign shwa,G thea uitabl ii I e detae o f pwf profeaslynsl uctireais t '�/��rt_��S.114/11wr C ��' DUR.FAC. 1?15.0 PSF FROM I KE87069 rwper,s lbil l le ae isle nor the tlwaiRn lltlr The suitability end use ec this drawing Per oily structure la the .. 8351 Rove!la Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 Far more inform:ionTPI see this st.o general notes page and mese wan sites: SPACING 24.0" J REF— 1 VMV7 1 75201 ALPINE:www.alpineitw.con; TPI:ww.tpinst.org;WTCA:www.sbcintluatry.tom: IGC: wmw,iccsafe,arg EXP. 2- 1-1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215107--FOUR D CONSTRUCTION CO. -LOT 19 MEDALLION MEADOWS -- TIGARD, OR - E) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK OAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6,0 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactionsi based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for balanjced snow load based on Pg=25.00 psf, Ct=1,10, factor for dead load is 1.50. Ce=1.10, CAT II & Pf=21.17 psf. • • • 1 .5X4 III 4 i k / 1-7-0 � II] 9-0-0 i' /q -►�, p .r 1 .5X4 III 3X5(62) • • —2-0-0-- ..J • • 2-8-4 3„72 3-0-0 • _I '{ f-0-0 Over 2 Supports • • R=309 U=28 W=5.5" RL=27 R=83 Design Crit: 1RC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2% 0% /4(0) 15.02.00. t( >f : •p'IyyTY:7 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon 503))357-2118 ••WARMINGI••REAR AND FOLLOW ALL MUTES ON THIS URAMIMI REF 87175- 6658 825 N4th Ave,Cornelius OR 57113 "impor wr" FURNISH THIS DRAWING TO ALL CONTRACTORS IMCIAINR THE INSTALLERS. g ��, TC LL 25.0 PSF Trusses• require extreme care ,n fabricating handling, shipping, installingyTeOna bracing. Refer to and follow w" p�� TC DL 7.0 PSF DATE 12/29/15 the latest edition or BCSI (Building Component safety Information. M TPI and NTCA) for safety practices prior to• performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted Otherwise. Q. C — . 416114, top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached rigid ceiling. Locations shown far permanent lateral restraint of webs shell have bracing Installed per SCSI Liana N3. RT ar BIO. as I laable. A , e< truss .....a;+wN BC DL 10.0 PSF DRW C:AUSR7175 15363010 1 s� app pp y plates to h face of t and position as shown above and o I the Joint Details, unless noted otherwise. Refer to drawl a 160A_Z Fora standard lata BC LL 0.0 PSF CA—ENG CWC/CWC I Alpine, a y division of FM Building t Comuss in croup Inc. shall not be for for than for any deviation from this .��' drawing. any failure Ca build the truss n,.onforn,nnua with ANSI/TPI 1, or for handling, shipping, a N/ AN ITW COMPANY Installation a bracing of trusses. ,A � TOT,LD. 42.0 PSF SEQN- 187097 A moil on this droning or sewer Page listing this droning, indicates moonstone*Sr profaasiensl engineering i Q responsibility solely for the design Nan, na suitability and use of this drawing for any structure is the Q 8351 Roma Chic r-wsnalb11ity or the(wilding Designer per ANSI/TP1 1 See,z. �iaNw,(b.4" DUR.FAC. 1 .15 FROM I KE Saclamcntq CA 95828 Far more information see this job's general notes page and rheas web sites, SPACING 24.0" J REF- 1 VMV7 1 75201 l 1 I ' OVINE:wes.a 1pineitw.com; TPI: www.tpinst.org; WTfA: weswww.lccsafe.org ICC:w .lccsafe,arg EXP,12-31-y5 • (1215107--FOUR D CONSTRUCTION CO. -LOT 19 MEDALLION MEADOWS -- TIGARD, OR - E1) THIS DAG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft lean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. • Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for balanced snow load based on P 25.00 factor for dead load is 1.50. Ce=1.10, CAT II & Pf=2117 psf. 9= Psf, Ct=1.10, • • • • • • • • • • • • • • 1.5X4 III 4 I I 111 b 1-7-0 0-7-0 4 9-0-0 • ►�1 1.5X4111 3X5(82 2-8-4 3 12 3-0-0 • 1.3-0-0 Over 2 Supports • RR=121 W=5.5" R=134 U=3 • Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02.00. :01880f, TY:2 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon 503)357-2118 "WARNING!" READ AND FouoR ALL NOTES ON THIS LIMNING! 825 N4tth Ave,Cornelius OR 97113 ^IIPORTAN1•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. CID/06014"'. TC LL 25.0 PSF 5— 6659 Tru require extreme care in fabricating, handling, - REF R7 1 7 the latest edition of 6C5! (Building Co shipping, installing and bracing. Refer to and follow t 14659,'Y ' 9 ersi t Safety Information, by cin and ilCS for lessotn pract ices prior _._ to performing these functions. ding C mpo enll fety Ia temporary bracing per NC51. Unless noted ticerw iso. r TC DL 7 0 PSF DATE 12/29/15 top d ceiling. shall Lova properly attached manentu rel latsheeral restraint and of web chord shall have a properly tpech tl rigid calling. Lecatl' 6 shown for foreseen lateral res reins of webs shall Have tracing Installed per 6051 .. /.. BC DL 1 0.0 PSF lana 6a. eT er 6no appllocible. Apply pisses is each r and position as shown above and e DRW C:AUSR7175 15363011 I i TM t e Joint Details, u lesssno d otherwise. Refer to draw 160A-f for t p positions. ' \VI drawings Z rotas standard lata BC LL Alpine a division I1W Building Components Group Inc. shall not be r 0.0 PSF CA-ENG CWC/CWC tlrewing, any failure o build the conformance with ANSI/TP! 1, arpPur'hantlllr,gan�hW�ie�lun from this . .. AN ITW COMR4NY installation a bracing of trusses, •r n A Nal en thb Orring er sever peg.listing Lola dee ir0pp Iro16eM weepteme of profewleirl•nglneefl 9/. '4 •7,198" 4fj7 TOT.LD. 42.0 PSF SEQN- 187100 reepu„elbl IitY awlely for the deelgn.he n. The aul Yablllq olid use of NIe Mwlilg Tor er61 e5 Care Is Ur M C j Q 8351 Rmivan Circle responsibility or the Building Designer per ANS1/TPI 1 S...2. '//AN pj,a DUR.FAC. 1.15 FROM I KE Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites, ALPINE:wwe.alpineltw.com; TPI: ww.tpinst.org;BTCA: www.abcbMustry.com; ICC:wen.iccsafe.org EXP.12-31-15 SPACING 24.0" J RE F-• 1 VMV7 1 75Z01 1 I i 1 1 i Gable Sti.Ad Rein-For Cement Detail SCE /--10; 120 rr,prl Wind p c'c J' M?ar ' a � F �� 1t, EnC1C1`-E'C1Fi X 1 C. f';.�� -- 1,�'(? 0r 100 M n wird 3 pl,S�drF� x J� P Speed, U' t`Az,or Height, Partially Gndos'ed, B<pnsure'C. Kzt = 1,00 Dr' 100 ,rpo W;r'rd Speed, 30' Ofearr, Height, Enclosed, Exposure D. Kzt e 1,00 Gable xv r_esa (;^p ie Brace D c�es t ) 1: 4 �w Eracc_ Ci, ax4 °I_Brn * e 2,�4• L. Bro.ce +`1,(1; 2x6"i ,,r,re w„(2) 'x6 L. brace 4,t, ,i brncrri Grn._Ap Spec ps and r arles =�1 •Jr,n�rn_ F \ IIII A Irrou B !Group A Group ou 4 Grow B ours rcu B �/GroupA IGrroz,lp B� Group A: �” V Ll r —._--- 0 S 1 o c — _I ( -_pr ce'r F r I Ha F'r �� J F #s --_- 4 4" 7 7 IOi, -�--}- 14 J 10 a !ik1 !t2F4061 _____42.____1_ St.c. 9 4 a1.-J I 1 _ . _ b 9' 1 y �.. '0 10` _ 1, " - .— r-- - f [ 1 Stud I 4' 4" �' r I B' < •t0 h 4, 0 - - - - J -- 4 1 4 0." 14 U14'_0" I I IL_ #3 . I tad _ #3 Stondarp {�— - - 1. 14 0 11 0 14' 0" 14' 0= - �I CD _ Stn.,u)Rn _ _....4.2i'. r' 6 7 8' c 3 3 L 10" 11' 4 12 110 13' 0" 4 _ �' �,u l s I�I #1 I 4' 10" T 11" 8' 2 9' 4 �+ 91' 11 -- - --._ I 0' 'I J .ar cn ScAtherr_Pinzww e>hiii #% 7 4 7 - 1 1 _ 11' 6 — 14 n 14 0 ,4' 11„ 14. p„ iia r # ��_ - -{- 1 _ `�' s _ s 11 tl 11' S" T 14 0 14 14' 0" 13' 0' Stud _�Stuu _ Il I 1 #j 4 6' 6 � b' 11, u, 7. 9' 0. 1i -- _ i—. _' i. �Standa d Sto dad I I CU tad — " 7, 7" 4°------1777T J 14'y 4 1" —_—_______ —— C,i I 1!1 11 'i� 4i-> f 14 0 4 I� 1 -L Standard a 4" - q j„ r, 1 1 10 14 0" "-] Hen F - --- Il `---- -' #1 #� T a f3 11 q' 3 lr: �. 11 11' 1_' ", - 14 �� Jrr:,l.p E' .I +' - , F #, - , 0' ' 10„ 1 I -,- 13' 1' aY 0" �14 0'' _ 14 U' 14 �� ! tlld 9 0 g qr- S;3' 10' J Z' 11" is 0" J" 1a r." 4 0' &i & 7t L _ 1 II -- � u" 10 9 S' - 12' 11" 14 n } 0" 4 0" I I1-_ Standard _ 4 e_ -- —.� � c 1•9' �' 14 0_� - 14, �A .0 �) 10' 1" 0 3 ) S' i l4 0" 14 J" is p - I � � I II ti S b 9 1 9 >" 10' b" 1 1 _ 12' 8_ f '- II horgla Fir Larch Southern Plnet,” 10' 7" C 4 C' 4 0` aI # I -} f 5 J _-3 ll" _ 3_ IL 1 t t 1' 14 0 14li L 14' 0" 14 0" it I_ 4_=_—1 C _#- _ 1 II, �l- r K-- - -- 6 10' 6" 10 11 T 1 6 1 1 0 1411 _ Cp I I i T ''tad S 7 11_ 13 S" 10' 6 __-'t 11' 2' E,, I 13 0" - 14 0 I�I 14 0 1 i 0„' 1 ' Ll°- '�Ix4 Braces 11 be SRS rSt ess Rated Board). 1 _ --- -- --- 5 ,I. 4 -..__1J 0 10' S' 14 il” i4 0' i4 14' 0 -__ lw*,rf-or 4 Su Pine use only ;.ndustriol SS or _ 0 4 0" 14' 0' In i9tr cl. 45 rens Wiec' Huard ;roup Sail --- G- ( •t�- L #1#� #' j 9- __>s0" 102' 11' 7 i' �' 1? I 14' G" I -1.4 n I 1.... �14' 0" j �_ -7 �� j- 14 0" 14 0"' —1 valve -a� a .� eG with these -u4es ll 11" 3 8" 4 0" 0 i" 1' t J K SILO__ 5 6"______9'f e" 0 1' 11 C 11. 13' 8° 14 0 . 14 0' . I 1a 0' 14 0" L able Truss Detail Notes: ar)dPrd 7' 6" 3' 3� 4' 9'_� 14' 0_ 4 0_ 1.4 -"4 0" Wind Loon) der_ t,or criterion s //40. ,,[ I #1 e,0 10, J" — .1 6 ---1i` 11" 1 R" .4, 0„ �[ 14' 0" ;.4' 0" 14' G" 14 f1" _ 10' 4" A. 9" 14' (1" d Provide I tot ornerklon' Cor 70 c,N aver �) #= --i 5'N --- - 1 c 14 C"- 14' C_° _ 1 0 1_1_4' C"_ mer r.,Ruc keannr C`,r of TO DecN Load), �> #3 0" io ?" 11 7" 1c 1a 10" 1i 0' 14 7" 14 C 0' - 4 p° - J F _ �C� S f _ 9 r I1' S'—� 1 0" --"4 _ Goble e ' sup o^is toot, F10 4, 0' 1 r '`� -- 13' 9" 14' 0" 14' 0" 14 0 14' 0" 14' 0" _� with 1 0" .,p...hon - ,� 3 c.�t.00kers Ud -� .:� d" 9 0" 4 y° 116" 1u' D" ,n 9" --- -- II G, " plywood overhang. -�- - 4 LI" 14' 0 14 0" - ----1- --- I -- _ StancNor ei S S-. 3' 1"_ I 81 7" 10'_'" Ir 6 13, 5. I 14, 0" 14' U i.^. f 1�- �v 1_________10 11," - --- J1 11 E�-:._-1 ^-__L 14' 0" 1 1 I' Aboutl� Attach "L" broces with 154 (0.12.8"82,0" min) nails, I /Gable Tru s f _—T— ,t jlt , �� r 4') bract spacea1 at 0' 8,8, Bla Banal o-ace option: V in 18end zones and 4' 0.. between zones, vertical length nr." be I �/ /----'01"-T7 �I' �1 i1E+1 or 2) `L-" braces( space raps x.. 's" 0.c. U T I - d. Med when alago ial 1 I / t°,...---1 �l In ib end or and 5' 0.5. between z�res, brace I, user Connect 18 '� � � ' laic ru u u a r u o' EI/ of web asap al br e Fc 385# / II I - `s^d i` L ' A� +� member t rytl^ at each end. Mo web j �r '-„ I.— , I r-- t tai length ,5 14.', �� Brnco� �iK3k .�.� 11 V thl,- vents! ar e `Iz . 112 4 UC L #2 crI �� r 'tial er�� 1(No Splice-1 C� bet'e. dlaaonat Les tl.�al t 0 IS,u,4 aX3 " �� - Greatert4 4' 0 qut �� Vertical_n: Ler y h shown i / 4 r.rr single i7 F, I I i I i I i ' 1 Ess than 1 6' 4 .r-� table aSaovs. 1,T'N',/ j_, �� o doubt, cut I� I l ' J ' j .e -ti on ;.1_b"—— 3r _� �' o at 1 I �T LLf 4 I I. s _.non,„ I..f L- II toper end, �. J `'C}` rit- 1J Ill _ nl- ,"-- I{ ,5_ Io I Ref r w co ear tris .�espr for j _ L tII7` I T r f r- e k - an J heel p-Les, Connect d g c' at / / ,i 74ontinur us Rearing / �� / s — ,� I Refer the Building Le t,r e For ,ora!tlon midpoint O+ eer Beal. web f �t` ." �V.., 9� V^ �� ''\ F-e er to dart curve run max � 4A. len s'�4n. not addressed b this Ne toll, PEP w WARNINGI READ AND FOLLOW ALL NOTES ON THIS DRAWING y IMPORTANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS F w th. require fabricating,ha W gshipping, S' tl nQ 'FPI k r Refer t0 0 '� _ st dl Y B [ (Budding Component Safety Incerratic, by BCY safety practices / r to performing 5 functions'. Installers shall " Unless t d otherwise. to chord hal have -,: shell h properly attached 1 melpr op ly attached provide*st ructural P sheathing thing and bott p horp 4 fir -- _ u �lcO J �� 1 sss �S ATLD1/01/14 4 Locationsshown0, f p, i s to e e UkWG A?�030rNC1J1014 iii 5...--8--_-N-111::,„`/I l � �4' Ch.'fir i. C 9t ed p- BC [ sections II3 El EEO, GNI l ) other Plote. to each r Ip„ sr n and on the Joint etas rics, noted a herwse ��,••�rz1MN i i,1 ,L r IJ I Refer to dr o.w'ng- 1c0A Z forstandard plate positions. a` ---- AN ITW COMPANY it,,ppn 4 f ITW bL t 9 e orents u'ra�p Inc. shJl t ki respn o b,s for any des'at'nn Fror yr' t r tI ybracingf I to b Id h +r ass In nanfor-.nnce nit AN I'TFI 1 - I'or nor dlln3, h'(.(J ng. 'I��ir:I w`� A seal on x y trusses ��G3f��'V. MAX, T� 1_�� (,Q cu�c engineering responsibility drawing or cover page listing this drawing,Indicates acceptance of professional r nq pu sibility solely for the design shown. The suitabilityand useof this drawing 4qN W. 13385 Lakefront Drive for any structure is the responsib ilty of the Buitdin Building DesignerperANSI/TPI I S _.2 Earth City,MO 63045 For re information see i 'job's general notes page and these sites, c eb ALP'NE wwwmore TPI, ww. pl ._ s SPCA,www b I.Uu_try.orh, .CC: ww Iscsle.org a. -----_.. EXP.12-31- 5 Mr X, SPACINC3 P4,01 r DJ Die De -- cH F or Let—in \/eh'tical:s Goble Ir✓ss Pirate Size 11 _, II Akc.IrtiP + 4 I Refer to appropriate Alpine gable eletalt for r I minimum plate sizes for :Ler ticatadsIII. I ( Ref er to Engineered neered tr ass design for peak, .,1 � =;p- f. web, PnC heel plates. / / \\ �`�� i+'� ()DEP gable vertical plat over ep use a i� ,r. i; ") single plate that covers the total area of /, ( I the overlapped . \\ Iy � Peed plates to span the web. �// I /� v°til I I � �, �� c'X41—II/ I I enytr 'we 1 ;e.anpie. r �� ,i I 1 I /j vV II • 1 II "T" e:G-Inf±r cement Attachment- Detail '� :L;17/ �_-_ - - . -1 i., A • � .---- �� 7 Reingorc'ng " RelrForcn / v��v Member Member g / . J1 v / j ,1------- (t) Ta -n'x i r - Dr -- � End-hail. — Ik —... LEr 3 ff — - $ �. I — — �J ('t_) \,+ I To convert Snore L" to reinforcing -embers, I II multiply '4" increase by length <based on I Provide connections for uplift specified on the engineered truss design. appropriate Alpine: gable detoil), Attach each II-VI reinforcing member- with End Driven Nails is xim ur arlowab e `T` rOFFiforr_ed gable vertical ION Common (0.148"P. 3.",min) Nails at 4' o pigs length Is .4' from top to hot-tom mord. "4" I-einForcirg mesieer materiel most the top bottom chord. , a `rSciengrade of the roiro gmember, IRigid 1 n.thi g Tcea'�tsIOd Common <u:48"x °,r.n Toenails at 4 cc l.,leesT� � Ck ,e � - i 'LEYQCEIn No < railin and bottom chords.' - �i -hII 11 I 'T PEELS)_ T. 1 0' I I This detail to be used with the appropriate Alpine gable detail For ASCE Mb Ire Increase Reinforcing i IIber toad. I win II�� -+- 30 I II I L.- Px6 0_i I ASCE 05 Gable Detail Drawing' Example I II I A1'3015051014, 4133101 J 4, A1101505014, 410015091014, A14015051014, 'I ASCE 7-10 rdir d ,pee,- 7 I) hhh C,aWte l u IIs i' •F 413030051014 A12030051014, 4110 0051014. AI0D30051014, 4140311051014 Mean Foot Height = 3f' Ft, •;zt - 1.00 Togo, \ Spaced At I .I Art. 15ENC101014, Al 0 Sr IASCE -10 Goble Detail Drawings Gable Ver+cal '24 or rP #3 I 4 u.c' r'r a I� N.,1 10.4 414015041C101014, A7 F,ll`iENc1010 t4, �1 "T" P.elnfcrrcrq Member- Si. x4 Ii A190150NC101014, A 0)17ENC:101014, AE001 END101F1ti, A000ISPED1010:4, I "T" Brace. Ihorec e CF or Above) 30% 1,30 I i I II A11530000101014. A120740ENC101014, AI403OFNC10I014, A160 4ECiC101014, II <1' 2x4 "L' Brace Length = 0' 7" I Al 0 11Ef.t, r r bbl Vertical Length I lulol4, Az,70_30c:II v G101014, A20t..;i.END101J14, A21,030NED10L.h4 Maximum "T" Reinforced 11 I II Nee p Dine bbl_ detr'l roe r"n..Ifl r un.e' 170 x 4 _ 11' Ee I( - 9 P Inforced gable ierlticol length. ___________________L4 4 N( hl ��+++ uE� I mpr irate At, tengt11,44___________________ �—._ ..- ----- 1 I - r. .?.. ..WARNING.. DEAD AND FOLLOW ALL NOTES ON THIS DRAWING t _ _ IMPORTANT FURNISH THISDRAWING .O ALL CONTRACTORS INCLUDING THE INSTALLERS, .0 RI-F L_E, IN VERT _ . . attached e- , ' 14 659‹ fFabricating, ' g shipping, installing and b-u ' g Refer toand fellow thelatest d F B S1 :6 _ p e Safety TPand SB A) fe y ZNI irGISSeS require _extreme core in - --L-,E— TO/—0 1 /--.1`t to performing esnali co bracing Pfs ed h top chord II h properly tta e9 t getural s at ch.,-0, UPwC 3BLETI_ N141 4— .p ve tt rigid G Local forpermanent lateral restraint webs .A:40,101*r�I7.=__--.:.-1-,,T n Ll Esti h b Iny rot 1 , p SCSI :recto,. 83 57 Bes ppt c keApply plates to each PaceX— I __J \,,I —1 t position "! d on aha Detu unless too otherwise ci—LI --af .I J _ ' ' . ng '0A z f ...r at +yANi h ompAm tht-dIn gdl Isof 'I-,41t 3 Chneapt tr-ea G - -} v11 l AF /Tp1 _lilGaarF Vr dei ti rcw ��d ng slprn9 MAX, T❑1 ). h rpt-rall t A-b-o 1 g or tru e P0�n„' weA seal on this drawing or cover page listing this drawing,indicates acceptance of professional ,0 l engineering responsibility solely for the design shown The suitability and use of this drawing 4/4/W n i- Co.- any structure Is the responsibility of the Building Designer per ANSI/TPI I Sect '•W. ll�l�. FAL. ANY 13389 Lakefront Drive Earth City,MO 63045 Far nore informtion ..see, this ion's general rotes page and these weh s - ALPINE- wa.pinei:wcop, TPli wwwtplristorg' SBca: wwwsb:.ndustry o,.� ICc w w.i«S,fe.org EXP.12-31-15 MAX, /PACING r'4.J” A313 L % J 17H r}1n{n, 3i_J 'IE' Y1 Height ; `!OsP c* E`,=)r EC r E I R.ci r,-11''10ri P'e_:RIc P'Ylti( i R,a Iole 3. ec `,„/l'e!Ca Bo a i=!nl R 'g1,al (6'r`rlel l L-,-_> -- A-tj- -1`rrien-,- 160 mph, 30ft, Mean Hgt, ASCE 7-70, Enclosed, Exp C, or H Less than 4'E' - no stu=d bracing required 100 mph, 30ft, Man Hgt,, ASCE 7-10, Enclosed, Exp C, or 100 mph, 0144. Mean Hpt, ASCE 7--10, Port, Encloow C Exp C, H Greater than 4'6 to Ni' in length Kzt = 1,00, N. nd IC BL--5 0 psf, Wind BC D`=5 0 pM, p':o'1d o o 2x6 sof back at mid-height and brace stiihidoock to roof' rd!arirlrcogn every 6'0” (see detail below or Lateral chord bracing requirements refer to DPC'G 412031E.NC101014) Top, Continuous roof sheathing Boz, Continuous ceiling p - J glia h �agrio H Greater than 7'6" to 12'0" max, provide a Ux:c sti'ffFhach at r'u-height and brace See Enoinoer's sealed design re fer-enc np this detail to roof' diaphragm every 4'0" ( see detail below or for lumber, plates, and other in-Donna-Mon not shown refer to DRWG A120306N01010141 on this detail, Optlona( 2x L-reinforcement attached Nails 10d box or gun (0,128"x3",minn nails, to rtiffbock with 107 box or gun (0.128" >. 3", min,') Inrails 2 6" o,c, i =—T-- --� -W — - - --- �, . I I-1Inil_ nto 1 II Vii1 � 5" II sheathing and - i.1-I 124' Max -,.�- r -- 4ll trs i ,rvn> I Iii - r 1,`/ f ,\ / il / I \yy --r7 -t ! H - - 1 - ll' -- - 2X4 DF-r !#2 1�1 r1 h or netted- C� `�� Ii diad ,nal k�va�-e �l i�.�. 4ttach each enol ! 1 1 for 560#. 1 ( I I 1 1 -II �. _ii 1l In 11 E jlf -1----1 7 t.— LA j �� ,zI ort t rr,iol 5 Bearing / // � ' /'-- 2>,n 401 Stif'fbock attached to each Stud w/ (4) 107 box or gun: (0;123" 7 3", nod mails: PR.• wwWARNIO!I' READ AND FELLED/ALL NOTES ON THIS DRAWINGI OS '�� /+(trC • * -REF CE \A/HALER wwIMPFURNISFTHIS DPAWINr TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trirequire ae,ane core in fabricating, ab t' g rantl' g siMpping, installing and bracing. Refer to an14659 11 DATE. 11 /0I/1'fo.ow the totest edition of BCS[ CBsiidirig Component ne t e�7 Information,in. op TPI and BrA� r cery L — practices ll rperforming cis temporary p rels ted otherwise, h p chordsisal, properly striae-tor-of sheathing and bottom rD_RW--u 1:3—..-..—_BR T10- 1-.0.1_4al i solrgid ceiling, Locon frnetlateral trs0 1L _,),-`�� IBJ pitsabhraacpst .casnP d nhBJ/u n;t Bwtao- ap abinotpptyheprawitseesoea.h face[1----) J r 2 f t # g ]A 5Z farcl plots- p .a—I —� L0JL -- __. •:�._..�� Alpin o division 1 d Boacciiag p Croap Inc, shoal not be responsible for any deviation fror+ ��AN7, , . ITWC00 AN" . d y failure k 'ld -the t 5 conformance with A CI/TP1,or for handling, shipping. r M- X, TOT. LD, 60 ESPinstallationg f to41 QQ A seal or this drawing cover page listing this drawing,indicate acceptance of professional NM W.Cengineering responsibility solely the design shown. The suitability and use of this drawing 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec,2. Earth City,MO 63045 For more informationsee this Job's genera: notes page and these weh t EXP.12-31-15 747, 7P A C I N G ALPINE www.olpinellia.corm TP1, ewe.pinst.orgi SBCA,www shclnolustr,9 g; ICC,w'eiel_csafe.o,rg c , CIak,le Stud Reinf opc went Detail A0L1i-I0, 172'0 mph Wind 'Speed, i'7 Hear, HPicTht �.n1 C_)_>eU, t.;RC1 -1 e C, i".zfi = 1,00 Dry 100 mph 4/11-19 Speed, 15' Mean Height, Partially F' .dosed, Exposure 5, Kzt = 100 DI-, 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure 0, Kzt = 1,00 12x Broge O 1;:4 Br-ace I <1) Ox4 Bra c i L . ._e --- - Brace n _ .- " "L" r <�- ?x4 " Brace wrr rP i?x6 "L" Err bk�< ) 2KF °L" Bncetj IT --------------------7 GektE V rtl�n. �_� r --- Bra ng Group Species of^u Grades, S,pOH'12 r'E-les LI ode�� bra es 'Group p At( roup B Group A F Too B Group 6 Group B roup A �urroup $ Group A IPI crop B �1 fy �l I1 A' 1 i1 _I_; I, #1 / 92 4' 10" r� c'" S' 6 8 r --. " --� --1-- _ pl ce Niic HE F'. I' fr , _. __ - 0' 1" 1 6" 12" 0' 1` 7 ld 0" 14' 0" 14' 0" -- D#1 J#'Ttu ,rd_! 42 Ctuo .> #3 4' 7" l 9" 8' 3' 9 7` _y 11" 11 5' 11' i0' 14' 0" 14 0" ' I 14' 0" - 4 0" I i I I `a � OJ l-1 - - --- -- ---r-- 9' II #'� S ,ad1 #3 IStarrdard, I E 1- Stl,ad —s 4 �" 7` 8" 8' 2'° 7" 9 11' 11 S" 7 ct _ l 10 j 4'o� 4 D° 4 " Tr). ia'at d 4 7' f,' 7" 7 D" 8' 10" 9- 11 ." 1-12 10' 13 10" 14 0" 14' CI"' 14' I)" Drougl FII r-ch Southern Pinesow it _ #1. _5 U 8' 4 8' 7" 9' 10 10' 2" 11 3" - I 1" 1.4'757-----1;4:77' 14' 0" 14 Cf l- W3 _� i33 I , 1 #31-77-7-1— 4 - t 3'_" - - -� tuc'd - Stud S8" 6' 9' & _10 ] 1" b" 0" 14' 0" 14 0" 4' 0" - 141_121_1 { , �1 1 1 4 8" 7 0" 7' 5" 4' 3- 9 11' 11' 5' 1 1 L to nda J Sta tondo 33 1 F .r_ _ 1 11" 14' Il 1" 14' 0' 14 0" _ -� J :_� (•lJ ID r 1._1 stud 4 b - I-i 0 b 9 -3 a 11" 1i S" . 11 11" 4' 0 14' U" 1 14' 0" - 14 0" --- --- -- -- 1 ..- I Stiardar'd 4 7_ --t t 6' 7" 8' 8" 9" 1 1 1 10' IC' 10" i7 I„ Group S U I - 14' 0" 14 0" { I ---- -- I,�t l F-#1 #,1#2 I 5' b_ 9' 5' I- 9 9" 11' 1 11 6' r 13' 2 1_13' 9" j 14` 0" 14 0" • 14 0" I 14 0" Her-Fr _ _ 4 J" 1d 0" 14' 0" i� —n - 1 S � g 3 9' 9' 1 1J 11° 11 4' 17' o" ld' 7" 14' 0" ! 1 �, i(1 1R;tr �-1 Stud 5' 3" 9 3" 9' 7` -T - �- --- 1 I W - -- 1 I 30' 11' ,1 4r 13D° t /" 14 0" 14' D 14' 0" 14' 0" I � ---�i. (1 1 c -- I i a, Jard 5 3 r 4 7" 10' 10' 11' 4" 1"4 0" ld /" I 14' 0" 14 0 1 D" 14' 0° 1) Oo a ins F>r arch .southern Pinew.z. 1 #1 5' 9" U 61 0" 11' 8 18 4" 10' 14' 0" 14 0" 4 0" 4' 0' � (- 81 II / #r' S' C 9 ,S" o 9' 11' 17 _]1' 6' 1.5' 9" -14' 0 14 0 ._ 14 0" 14' ]" I1 11 - _ H2 _. I I .�' 1 -- #:_ 5'_5 g' 6' 1 - 11_0" 1 11' S" 1 13- 1" 1 i3' 8" _ 14' 0 1"i 0 --1"'. 0:: - i4' D" ��1x4 BI ac scull be SRI? rStress-Rated Board),i (j,; T_.1 �,j- I.- stud J- S" r+' b" 11 S 1' 11' C' 11 5' 13' 1" - 13' 13" 14' 0, 14 1 I 140" 14' 0'. . I F I for fiord I 3' /' 6= I 0" 10' n' 1L 9" 13' 0" 13' 7'' 1 14 0" --'14 0" I 14' 0' 14' 0" -� *F`c 1.a o Plnc ,e only 1n>Ou tr]1 Ei5 or ij 1----- _ — 0 8 _ _. _- Ina -cal. 4tr e s- Fated Boards.d ,,r oup�l 1�1--7- I #1 rt2 b' i' 10' 4"-I- ' lc'.' 2" 8' 13' 2" j 14 0" I 14' 0 i4 0"+ 14' 0` 14' D° 'v t es ay he ed wal these graces, C� - 1 #3 5' 9" l 10 c---10 7 1 6' 12E'' 1"M1' 0" 14' 14' 0 14 0" 14 0" 14' 0" C tkol.tr Truss Detail F±'Tc'S I ,, ij I turd 1 5 9,. 2 _ �F 14 `1 __- 4 0"� Wind Load de .e t r criterion :s /240 � ! _ 0 10' %' r 0" _- 12 b 14' C= :4' 0"- 14' '1" 14 11° �,- Standard 5 9" 9 4 __ -� 11" 0" 1c 6' 14' C" 14' G" 14 0" I 14' 0" 14 0' 4 - - - - Ir' Provide uplift o _flo for '35 d over #i 5 4'" 10 e" 10' 10 lc' 4' lc ll" 14' C' 14' 0" 14' 0" 14 J" 1 � � - ._ l.h' D" 1 4 0" continuous w u. bearing (`5 t 1 C Decd wadi U , . #2 6' 1" G4_ 10' 8" i2' 2'" _I 8" 1 lv' 0" 14' G' 14' p 14 C° it tet--14 0"--- 1' C` -j Gable En 1supportst.ad From 4' 0" out, pokers �- ,- I #3 15 11' 9' 10" L 10 6" 12' 1 127" j14' 0" 14' 0" 1"-' 0 14 0 14` 0' 1 4 II" 1 with d 0 over hang, :r 12" plywood overhang, _�� 1 F I J C L- Stud - 5_11' 9 10" 1 10 6" 1 12' 1" 1 7 _ 14' 0" 14 0" _ -� ten_darcl 9' 8' p" I 9± 3" 1]' 7" 12' 5" 14' 0" 1 144, 14' r 14 0" 14' 0" 14 0' . -L —L_ ---�-' 0' 14' 0 14' - - 0" 14' 0" 14_ -- - -- Syr_, Ir - - '- - -"-`-- - - - - _ AKOVLI� Attach 6r:'res h (') "'.8 0" no) rails, �NaLile Tr.�ss il /r� � � ',h r > L a s1 re ails at 2" ac. "` r 19' cr,d '�, and 4" qG botween ZJY es, D' g.,vra! brace option, r / //" r�„\ 3k'3kIor .9) "L" o r :es'' space rolls at 3' 5 c vertical length no, k e 1 _ /' „,,/ I l /��1 In 1E end or'e- and 6' aC. between zones, d ,oled when diagonal i j 1 --' 1 Vim. l+l b o e s used. Connect �� ' r 18 1 I '� 1 �[ L” kir n r g nu f, F rl Mu of 80% of web -iia go cal b roe Co, 935:k ,% -- L7r. r,eln"=" 1 1 O+h at cur h erd. Pox wek, i / / �� 1 1 u 1 r= total leryt s 14', I ,�/ Brace 1 / ��J`�� Gahl V rtl�c,: ria e Sizes �� I or, �--� I ��,,,��,�,�,�...A I r ✓er'ti at enuth No 1_.2.1.lice 1 / // i Id 4 Ort L #2 1 1 I1 �L es t!1-1 n 1 114 " 1X3 ,,/ i I betterdiagonal 1 I r-1 -I- I 1 1 Vertical length shown 1 1 1 b a c single 5 1 � Greater t4 4 CV, �.at in table aix f I'�� 1 o. 4 arL cur F, I1 " 1 ( ��, iess t4' 11 6" 1 Y4 i� ,4S° i I I tel a shown) at 1._L1 �� i r r. t ICP t0 common T 1.5 design for �.._� li _.�L— 11 upper end �.-Ejj li�- �,_ ['` _1_-1 71 '_'_...fib J II peak, splice, 'd F-e. plate,: 11 IIF--- ljjesell Ll L LL„ �I I I Connect d rvl of '/ i / / ontnuous }Paring / / ��- i g II / / RePe t' the lti' Designer for conditions rid o nt Os -ori ca. web, ' � "� '�Ut., t not adds e.�>ed bythis detail A Rerer o chart above for moo Euk1c- p•' le gtlr, wwWARNING'ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! , YD PRv." i 1MPORTANI. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. t�� REF r1J ,..,. iJ UAa`1.iL()1�I r U F b t h YI'9 'pp llg orifi hocr g. R f follow h t Itl f SC (H tu> t f t 7 t' by TPI aro SBCA> f ty A.4.001"".,1 ` DP,T L- 1r/_—"._ 1—/1'_4proof t performing these F, In shall provide t !o v � 4659 '/Unless noted th Lop chord shall 4 properly attached permanentt -I sheathing d bottom chord l'� T� �, 4iE�l E. C1-3-"i0. , .4 - T. shrill hove a Pr ope ly tt d 91 e 9 otFor teratrestraint webs �'� J\ ha 1 have bracing installed per BrS[ e BUE7 P10, opplab.e, A^pY Pl 1 to e_ch rn�e k; 1 1 __ -___ _IIVJ \ , .. truss and position shown above d on theJoint. Detais te s noted otherwise, LILI J \JL- Refer to drawings 160A-z for "tarda^d plate positions_ u 'o f ITV/ B,t components GroupI-, t t' or, AN'TW COMPANY thispdrawing, y f'! t build the truss r conformance Twit ANSUTPI acceptance or b forf p dfegs shipping, ,I 1/ tats W. bracing f t d f, A seal on this drawingpage Dsting this drawing,indicatestLa bV F`�r engineering responsibility ley for the design shown The suitability and use of this drawini nor 9��, Y~ V MAX,M�1X TL1T for any structure I theblit of the Boldin Designer g "Ow,/w 13389 Lakefront Driveresponsibility9 g per ANSI TP[ I S 2 i7 �/ q Earth City,M0 63045 For c r t o set 's k general not pow and these- websites MAX, SPACING -1 1' ALPINE w wapineltw.cort TPI ww pir-stery,SBCa www b. rdu_try.org, ECG, www,rsu caro EXP.13 31 116 T-ReHr Orcernen This detail is to be used when 0 Continuous Lateral ReStrain± CLLR) or )`-Reinf, � '� Is specified ied o I a truss design but an alternative web Reil"1r°I-Ler`l P1t: or refire el cement r etbod is desired L-Rein , ---,,,,,/,:----- ,,,,,,,,,z`-''',_r. , 7-<,,,,---\, `h Apply' to either side of web narrow face. ��' / Attach with 10d 00128'x3,0",min) nails '<�v / \ at 6' ac, Reinforcing member is ' NOtED a minimum, RUN of web >C member length r This detail is only applico.bie for changing the specified SLR i';',>‘. shown on single ply sealed designs to T-reinf Ircerrent or !`' z/ L-reirforeceinent or _cab reinforcement. ` r._ f Alternative reinforcement specified In chart below may be conservative, i ! -i/Far minimum actrnatiow reinforcement, e-run design with appropriate }— < \I/ OPlr'1'Ferc E'.("cera type. \ I 11 T-Reinf, Reinf. Web Member Specified CLR Afters t re Rein-Pore-cement Size Restraint T- or ! r;Reinf. Scab Reinf. �t2O ��Ir CJY CE IeYlt 2x3 or bx4 1 row 2x4 1-fx4 Apply scab(s) to wide face of web. — 5x3 or 2x4 P rows 2x6 E-2--2;<4 No more than .1: scab per,fore Att cn with 104 CO 158'x3 0 ,min) nail_ 1 I E---1x6- —1�row - -�x 4-- ---- — ---- l 1-2x5 at 6' /c. Reinforcing member is a 6 2 rows boo 2-5x4C)IE) minimun 805 of web member Length. • • 2x8 1 row 2x6 1-cx:8 5,x8 c rows 13x5. C-c'xbCJ Soaks Reinf. • I C rein-iso cenent, L reit orcement or scab reinborcement to be same II speciEs and grade or better than web member unless specified ctt:olrr l7e on Engineer's s-_Died design, o��,' --- ii, (X) Center scab on wide fare o,= web. Apply (1) scab to each 11 !;/ v, face cc web. . t �� 6. w+WARNIN r 0 READ AND FOLLOW ALL KITES ON THIS DRAWING] ' ,. . -L_ FSF —RCF—--L•c `IR 5 U—IJ— s t.wwIMPORTANT FURNISH THIS DRAWING TO ALLCONTRACTORS INCLUDING IHE INSTALLERS. C��Y ;4414V aur e fabricating, handling, rpp installing and bracing. Reber to and fou„w n latest de of' nc.I 'Bdig Component ty i arr.-lion, ley TPI and SRCAE. for ,afety <4 14659 1.455' • IC DL Pyr DATE 10!000i4 practices p toper-Pori-ring hese functions. Installers shod provide temporary b g perB /`,J s noted otherwise, top ch,rd shall I p ell > attached structural sheathing ott horn DC DL_ PSF DRSA BRC PDUB10 1..._4 .1 h properly 1tcl i ceiling, Locations how permanent lateralrestraint B webs -0 . _ 1l � ir�.\ �= shall have h dinstalled p BtS7 sections H B/ RIO, applicable Appy plates toea-phface� I I J � � � F truss - position as shownb d the J Det .sunless sited otherwise . in _ PjF � �--_lt ��jt _, a_:er + drawings 160. z for eton.arl plate positions, -- — Ipine, o9v so If I B.�I,jtng Cu•rD is rru p 4 l noA k.e teapots hie fo a v des t' r r.oiM , �/' �r ��ITn+�COP��Pail� tn, drawng ny, � co hu�ld the t �r, ra f re I A I rel I ar Ser I a g, sr p{ng, 'F 'v T tl� LD. F',�F installation s brae g f truce 9j C.7,..'0' Qkr A seal on this drawing or cover page listing this drawing,indicates acceptance of professional — ------------- --- engineering responsibility solely for the design shown, The suitability and use of this drawing r�j4NWG t4 DLR. �r FAC, Por any structure is the responsibility of the Building Designer per ANSI/TPI I'C.ec.2. 13389 City,yMO Drive For Information e this be 1 net and these web l-ei Earth MO 630-05 9 i g ALPINE. wwalpine'.:«.co,,... TIT ew .-.otp Brio:wwwsl�crdu_.tryo ,j; Ica wwwlncsofe.arc EXP.12-31-45 SPACING