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F _ . -- 1\e '\) WOOD STRUCTURES Commercial - 503 708 4310 - Residential TRANSMITTAL ,, , r--,_-20, , ini )(7)--) i-----7 TO: JBA, LLC (-- 0\.7\ \\ �1 �� DATE.'/1fctober/28, 2014 ATTN: Brian LasswelLP ryan Alger I E Burnham Li and Ash;iApartments ./ \\ \ / ------, ' // /7 � 1645 NW4H,oyt/Street /12770 SNAsh�Avenuie ,.( �` / // ��;- , ; ,� ', (,),,//,--- - Ptortland, Portland—OR 97209/r' / Tigard, OR 97223r 11 (' ‘)>NN \ \ ...„_-, • \\vz-_,Iv We transmit�n US MAILnFAX E-MAIL® E_MAIL n HAND/DELIVERED ELI VERED the-follow n� / �!\ / % - BID PROPOSAL \ SUBMTTAESRFI _i HT®-CANGE ORDER REQUEST SUBUTION REQUEST BILLING 1( -----7 / / \ , ' \-6' /// \ ( _—, 1 LJI \...... ,Nil '� I QTY DESCRIPTION 1 L 4Truss Layout Sheet Garage' �. i , . . `. 1 '� 'cI-uss Engineering Package Garage \\2, '\ / /-r--2 5; \ \ / \ \\ //fin? _-,\\ 1/ \b \\ // \`. // 1 \ \ •// / • ,,,,----- ,------N J 2 SUBMITTAL REVIEW ,-',7.tel l X� X NO EXCEPTIONS`NOTED \/7 ❑ DISAPPROVED ® REVIEWED t❑�MAKE�CORRECTIONS-NOTED _---------,----`,-\ ��` `� ❑ REJECTED ❑;RE,VISE AND RESUBMIT�_ --� NO EXC TfQN�S NOTED`IN CORRECTED COPY `'`/ 1/ 1/ `, REVISE AND RESUBMIT ❑ NOT REVIEWED THIS REVIEW DOES NOT RELIEVE CONTRACTOR FROM COMPLIA,ThNCE —�` �\ t w \ \\j WITH THE REQUIREMENTS OF THE DRAWINGS/AN DiSPECIFICATIONS. I i I ansmltted\by-Architect to their consultant for primary review by THIS REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE!DESIGN I `' )' 1 �� Consultants 'Review by Architect, if any, is solely for aesthetic CONCEPT OF THE PROJECT AND GENERAL UMENTSANGE�WA THE I� U I \ intent—Gonsultant review is for general conformance with design INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. CONTRACTOR tt_ -- IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES concept and general compliance with information given in the AND DIMENSIONS, SELECTING FABRICATION PROCESSES AND Contract Documents. TECHNIQUES OF CONSTRUCTION, COORDINATING THEIR WORK WITH ALL OTHER TRADES, AND PERFORMING THEIR WORK IN A SAFE AND 7 Digitally signed by Josh I t- >>4t '' SATISFACTORY MANNER. Cabot ,1: . 4 + Reason:I have r '�'" � 11/03/2015 NC Josh Cabot_reviewed this document " 4,E "F"� Date:2015.11.05 '` DATE CATENA CONSULTING ENGINEERS BY 15:54:29-08'00' _1 EN,,,-;4444$. ` ,-,1 Timber Technologies LLC 38686 SE Rude Road Sandy, OR 97055 Phone: 503- 708- 4310 WWW.Timbertechnologiesl1c.com Fax: 503-637-3300 - ,.< -0 -- g el tMf :::1 0 < --h N .,,, ,_ , i-d 0, r_ w J BA-ACCO Reviewed for general compliance with contract documents. X Reviewed Reviewed: Make Corrections Noted Reviewed: Revise& Resubmit Contractor's review does not relieve subcontractor/supplier of his responsibility for dimensions,quantities,accuracy, coordination w/other trades or completeness of this submittal. Subcontractor/Supplier remains responsible for the terms&conditions of his contract/purchase order with John Residential Construction Group, LLC. Date 11-20-2015 By Brian Lasswell JBA-ACCO Job# J15-001 Submittal# 06-1753-1 ATTACH 4X6 HEADER TO JAR WITH A SIMPSON HUC46 LEFT & RIGHT . I 94'6'•4 I 5'5" —I 4X6 HEADER J5 1 411 ' N N po JSR3.61„4 CD J4 CC J4 I J3 1 / - J3 Q O J2 J2 CD W - / - Z I- II V_T N - _ CC 1-1 Er N _ J2 — — J2 Cr W \ Cr J3 J3 -, II W Jy CC J4 W CI U) I- 1 O 1 CC J5 1 / N -) \ J5_ W Q W m: _ _ LJ T M O \s,in 1 1 ii 1 1 1 1 1 I I 1 I 1 I I 1 1 I 1 J I I 1 I 71 1 - m L_ 99' 11 ••4 I •• •• •• .. L • (f) D) (1) O(I) _0 C (1)Iii O (ll 1Y -O -I- O W N . (P C] C D Cr O) CD •— (n N O JOB NO : 1015196 PAGE NO : 1 nr 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015196--TIMBER TECH FRAMING -BURNHAM-ASH/PRIVATE GARAG -- TIGARD, OR - A) 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=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=6.0 psf. (a) Continuous lateral restraint equally spaced on member, Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301 .5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. Truss designed for unbalanced snow load based on Pg=25,00 psf, Ct=1 .10, Ce=1 .10, CAT 11 & Pf=21 .17 psf. 4X5= 4X5= 4X5 __._ 3 r- 1 .5X4111 +• _ 3 1 .5X4 III 3-10-4 1-2-8 (a) 1 1 r" -- {a} 1 _ _ 1-2-8 1 8.2.0 3X5= __ `� 5X7(R) III 3X5= 3X5= 5X7(R) Ili L1-10-8>J L1-10-8J 5-3-8 5-3-8 5-3-8 5-3-8 7-0-11 7-0-11 7-0-11 1,_ 10-7-0 10-7-0 1 21-2-0 Over 2 Supports H R=1091 W=5.5" R=1091 W=5.5" RL=23/-23 Design Crit: IRC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2°,G(0%)/4(0) 15.01 . ' . �Ar trS,� OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-2.118 "IMOMI NG I" READ AND FOLLOW ALL NOTES OM THIS DRAPING' 25.Q PSF Cornelius OR 97113 '1 +'►�•• FURNISH This DRAWING T°ALL tN F� '% TC LL REF R7175- 55511 825 N 4th Ave commeruits INCLUDING THE INSTALLERS. do G F Tru require extreme care in fabricating, handling. Shipping, installing and bracing. Refer to and follow 19575P the latest edition of DM (Building Component Safety Information, by TPI and *TCA) for safety practices prior TC DL 10.0 PSF to perform„g these functions. Installers shall provide temporary bracing per BCS'. Unless noted otherwise. !1• �T DATE 10/28/15 iddilkh top chord spoil have properly attaChOd Structural sheathing and bottom chord shall have a property attached (�rigld coiling. Locations shown for perm ent lateral restraint of rebs shell have bracing Installed per BCsi '�. �� BC DL 10,0 PSF DRW CAUSR7175 15301073 l((1'''���(� f{f�ts sections 83. B7 or 810, as epplieahle. Apply plates to oath Pave of truss and position as shown above and o Q L II][t lil�_�.. the Joint Details, unless noted Othcreise. Refer to drawings 160A-Z for standard plate posltiOnS. n I 29/2015 BC LL TM I(j, J \�1'IIE Alpine, a division of I,W Building Components Groep inc. shall not be responsible far any deviation from this OREGON 0.Q PSF CA-ENG PBC/GRH drawing, any failure ITto build the truss in Conformance with ARS'/Tel 1. or for handling. shipping, /1 AN WCOMPP.NY in<tallation & bracing of tresses. Y` TOT. LD. 45.0 PSF A seal on ticls dr*ellig or cover peg. Iletin this drawing. Indicates saespanes of prof.sslonsl engineering 9 `a».20,1g� S EQN- 238691 responsibility solely for tbedin design allele... n,. meltability and use of this drawing fpr..,, structure 1e v.. RSL D w•�� DUR. FAC. 1 . 15 FROM FP 8351 Rrnana Circle responsibility of the building Designer per ANSI/TPI 1 See.2. Sao anlento,CA 9582R For more Intoreation see this Job's general notes page and these web sites: ALPINE: www.alpineltw.com: TP1. www_tpinst.org; YMCA: .war.sbcindustry.coe,; ICC: awe.iccsefe,org Renewal Date 81317/2017 S PAI{I NG 24.0" J REF- 1 VL5 7 1 7 5Z0 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015196--TIMBER TECH FRAMING -BURNHAM-ASH/PRIVATE GARAG -- TIGARD, OR - AG) Top chord 2x4 DF-L #2 Special loads Bot chord 2x6 DF-L #2 (Lumber Dur.Fac.=1 .15 / Plate Dur.Fac.=1 ,15) Webs 2x4 x HF Std/Stud :W2, W10 2x4 DF-L #2: TC- From 71 plf at -1 .88 to 71 plf at 9.94 TC- From 35 plf at 9.94 to 35 plf at 11 .23 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located TC- From 71 pin at 11 .23 to 71p If at 23.04 (3-/; anywhere in roof, RISK CAT II , EXP B, wind TC DL=6.0 psf, wind BC BC- From 20 plf at 0.00 to 20 plf at 9.97 ,' ,,. OL-6,O psf. BC- From 10If at 9.97 to '10 If at 11 .20 BC- From 20 plf at 11 .20 to 20 plf at 21 .17 Wind loads and reactions based on MWFRS. BC- 1420.05 lb Conc. Load at 9.97,11 .20 In lieu of structural panels use purlins to brace all flat IC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301 .5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. Truss designed for balanced snow load based on Pg=25.00 psf, Ct=1 .10, Ce=1.10, CAT II & Pf=21 .17 psf. 8X8= 6X8(R) II) inn 3X5= 41/k- �� 3X5= 3 ,— 5X10� . 3 lir5X1O� 3-8-5 041111MP111MI 1 l11 11 W10 1-28 NI ` gm ~ 1-2-8 4X5 III ; - - - 4X5 III 8-2-0 8X8= 5X7(R) Ill 6X8= H0508= 8X8= L1-10-8J L1-10-8>J 4-11-10 4-11-10 4c 4-11-10 4-11-10 1 4-11-10 4-11-10 1_, 9-11-4 1-3-8 L_ _L_ 9-11 -4 -J k 21-2-0 Over 2 Supports >I R=2483 W=5.5" R=2483 W=5.511 Design Crit: IRC2012/TPI -2007(STD) 0 PROp PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 15.01 . ; i A S OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-:,118 "WARNINGI•" READ AND FOLLOW AL NOTES ON THIS DRAWING! 0:1 0t TC LL 25,0 PSF 825 N 4th Ave,Cornelius OR 97113 ••IMPORTANT•• FURNISH THIS DRAWING To ALL coNTRACTORS INCLUDING THE INSTALLERS. REF R7175— 55512 Trusses require extreme caro in Fabricating, handling, shipping, Installing and bracing. Rorer to and fo a ow 19675r C the latest. edition of SCSI (Building Componont Safety Information, by TPI and ATCA) for safety practices prior P � TC DL 10.0 PSF DATE 10/28/15 to porroroirg these functions. Installers shall provide temporary bracing per SCSI. Unless noted otnorwise. —... top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached Si, j� (� •.----+ rigid coiling. Locations shown for pormanent lateral restraint of webs shall nave bracing Installed per SCSI / �/ BC DL 10.0 PSF DRW CAUSR7175 15301070 " sections 03. 07 or 010. as appltenble- Apply plates to each face Cl truss and position as shown above and on Q L © [] 4[E the Joint Gctelis. unless noted otherwise. Rorer to drawings 1soA-Z for standard pl-etc positions, 11/29/2015 B C LL 0.0 PSF CA-ENG PBC/GWN II \�fI Alpine, a division of IIA Building Components Group Inc, shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/7P! 1, or for handling, shipping. .— — AN ITW COMPANY instal lotion& aror.ing of trusses. "V V�h 20 1��I �� TOT.LD. 45.0 PSF SEQN- 238694 A sem on this(freeing or Dover pigs listing this do-wring. indicates .aweptanee of prefeesionel engineering r roepen.lbiIlty coi.ly f ,,.design shown. Th.r twoltebiI lt,.rid uw.of Chi.drawing roe any.trnct„r IS th. I.0 �1 DUR.FAC. 1 . 15 FROM FP 8351 RutanaCarele responsibility of the Building Designer per ANSI/TP) 1 Sec.2, Saclamenlo,CA`)5E428 For more information sop this Job's general notes page and these web sites: SPACING 24,0" ALPINE: www.alpineitw,com: TPI: wnwf.tptnst.nrg: WTCA: www-sxlndustry.com; ICC: www,lccsafe,org RelloWOI Date 673012417 J RE F- 1 VL57 1 7 5 Z0 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015196--TIMBER TECH FRAMING -BURNHAM-ASH/PRIVATE GARAG -- TIGARD, OR - J1) 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=6.0 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 factor Right end vertical not exposed to wind pressure. 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=21 .17 psf. • li .)F 1 .5X4 III N 1 3X50.- 3 woo 00I 3X5= 3-8-5 100. 1-2-8 ri- ... 1.,_ .... --- J `� 3X5111 : -- .._ _- _.-_ ... 8-2-0 i 3X5= 4X5(R) Ill 1< 1-10-8—>-1 1"12 2"12 � 4-9-14 y s 4-8-14 12 4-9-14 4-11-10 ~ 1i' k9-11-4 Over 2 Supports > R=591 W=5.5" R=441 RL=49 Design Crit: I RFT/RT 2%(0%)/4(o) D) ��.of . • �}V°PR>4F ,S ii PLT TYP, Wave �� S OR/-/1/-/-/R/- Scale =.5 /Ft. _ Truss Components of Oregon (503)357-2118 "WAFIHGI H READ RAN FOLLOW ALL ONTRA ON THIS INCLUDING or, .0 PSF REF R717825 N 4th Ave,Cornelius OR 97113 "Iwaazarr" rvlN'Is"THIS urAuIi m ALL CO lTRAclvas I"eluolllc n IIesT+,+�ls• N FiQ TC LL 25 — 55502 Trusses require extreme care in fabricating. handling. shipping, Installing and bracing. Refer to and follow 19b♦'.�. P the latest edition of SCSI (Building Component Safety Information, by TPI end NTCA) for safety practices prior Air TC DL 10.0 PSF DATE 10/28/15 to performing those functions. Installers shall provide teoporory bracing per SCSI. Unless meted otherwise. • top chord shall have properly attached structural sheathing and bottom chord shall hove a properly attached rigid coiling. Locations sheen for permanent lateral restraint of webs shell have bracing installed per BCSI BC DL 10.0 PSF On CAUSR7 1 7 5 15301065 T1 sections B3. B7 or BIG. as applicable. Apply plates to erten face of truss and position as shown above and On 16/29/2015 J BC © illi 11 u N S the Joint Details. unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. •r7� /201 LL J ! i Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON 0.0 PSF CA-ENG PBC/GWH drawing, any failure to build the truss ,n confor.,enee with ANSI/7P1 1, or for needling, shipping, AN w rrCOMPANY installation 6 bracing of trusses. 91y �I1,20.1980 4.2 TOT.LD. 45.0 PSF SEAN- 238653 A seal on this drawing or Ower pegs Il.ting title drawing, Indicates aee.pt.noe of professional engineering TO _ responsibility solely tea for design *leen. The suitability end use of thea drawing for arly structure is the LD w a DUR.FAC. 1 . 15 FROM FP 8?51 Rrnana Clickreeponslbl l Ity of lir Building Designer per ANSI/TPI 1 S.o.S. Sacramento,CA 95828 For mora Information see!MS Job's general notes page and these web sites: Renewal Date B13O 2017 SPACING 24.0" J RE F- 1 VL 5 7 1 7 5Z0 1 ALPINE: www,alpinwite.coe: IPI: www.tpinst.org: RICA: w.w.sbc,ndustry.oQn: ICC: www_Iccsare.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015196--TIMBER TECH FRAMING -BURNHAM-ASH/PRIVATE GARAG -- TIGARD, OR - J2) Top chord 2x4 OF-L #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT 11 , EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W2 2x4 HF #2: 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 factor Right end vertical not exposed to wind pressure. 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 11 & Pf=21 .17 psf. - '.i 'E".. ..„Li) 2X4 ill 3 1_ r III 3X5 r 3-2-1 °Ill 1-2(-8 W2 ~y U I T - i J +8-2-0 itimm 3X5= 3X7 Ill LE--1-10-8---->-1 1"12 3"4 1/1� 7-5-3 7 7-8-7 k . 7-10-3 Over 2 Supports R=504 W=5.5" R=340 RL=40 Design Grit: 1 RC2012/TPI -2007(STD) ,so PROP . PLT TYP. Wave FT/RT=2%(096)/4(0) 15.01 . ► •i Ss OR/-/1/-/-/R/- Scale =.511/Ft. ••NARNINGte• READ AND NO TOA ALL ONTRS ON THIS DRAWING! �� .y REF 87175- 55503 Truss Components Ave. of Dragon {503)357- 118 INC1. lNO INS INSTALLERS. C9� th ��'� TC LL 25.D PSF 825 N 4th Av .(amebas OR 97113 '•Ift> Mvrr•• rtaellsll rills [MARINO ALL CONTRACTORS 19575 P Trusses redo ro oofromoRCS care In fabricating. handling. shipping, installing and bracing.s, etyor to and tplier S' TC D L 10. 0 PSF DATE 10/28/15 the latest edition of BCSI (Building Component Safety Information: by TPI end ■1'LA} for safety practices prior r to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. �� top chord shall nave properly attached structural sheathing and bottom chord shall have a properly attached `� ,..0' 4110."- " BC DL 10.0 PSF p rigid ceiling. Locations shown for permanent ieteral restraint of webs shall have bracing instal lett per SCSI DRW CAUSR7175 15301Q6V 'a sections 91. B7 or 810, as appt,cebtc. Apply plates to teen face of truss and pas itlon as shown above and on l; 9/2015 _ ':1 Z`-':1 © the Joint halal::, unless noted athero so. Reror to drawings 160A-Z for standard plate positions- N BC LL 0.0 PSF CA-ENG PBC/GWH .J� Alpine a d+vision of 11W Buifp+ng Components Group Inc. shalt not oe responsible rot any devlatloa, From thin OREGON drawing, any (Allure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping. AN ITW COMPANY installation & bracing or trusses. V . A,..t on this Brwing or eovsr pegs Ilstinp this dr..tnp, Inefo.t.. .eeept.hee of profe■wlonel 4 *a.20,194% TOT.LD. 4 5.0 PSF S EQN- 238656 ahglneerfnp rwpen.lblllty solely nor t1.•dolga shorn. The suitability end too of this drawing for any structure, is the O1O w.1�� DUR.FAC. 1 . 15 FROM F P 8351 Rrn'aaa Circle responslblllty of the Sulleirg a.elyner per ANSI/TP/ 1 Soc.2. Saclainenio,CA 95828 for more Information see this Jeb0s general notes page and these web sites: Rongwalt)ate 9!80120,7 SPACING 24.0" J RE F- 1 VL5 7 1 7 5Z0 1 ALPINE: rww,alpinoitw.com.; TPl: www.tpinst.org; ATCA: www.sbelndustry.com; ICC: www.lccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED 8Y TRUSS MFR, (1015196--TIMBER TECH FRAMING -BURNHAM-ASH/PRIVATE GARAG -- TIGARD, OR - J3) 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=6.0 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 factor Right end vertical not exposed to wind pressure. 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=21 .17 psf. • (/1:—..c:7- 1‘"----.T....-e ..°1") 1 .5X4 III 3 i 3X5 1101 2-8-1 1-2-8 [ .......4 8-2-0 3X5 3X7 III I< 1-10-8-J 1"12 3.,4 � 5-5-3 1'� t2 5-8-7 5-10-3 Over 2 Supports R=419 IJ=6 W=5.5" R=244 RL=33 Design Crit: IRC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=296(096)/4(0) 15.01 . • 'v•' • _� OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon 503)357-2118 "RIARNiMi•• READ AM)Fol.I.o*ALA.NOTES ON THIS MOWING! REF R7175- 55504 825 N 4th Ave,Cornelius OR 97113 ••IIRURTAAFr•• FURNISH TNIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ��� . �G 1 N L�F� �dy TC LL 25.0 PSF Trusses repu.re extreme faro In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edit.lon of SCSI <Building Component Safety Information. by TPI and WTCA) for safety practices prior 1 9575 P •3* TC DL 1 0.0 PSF DATE 10/28/15 to performing these functions. Installers shelf provide temporary bracing per SCSI" Unless noted otherwise. �! p top Chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 10.0 Ya rigid coiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per 6CSd PSF DRW CAIJSR7 1 7 5 15301067 )! fff��� 17 ttt 1 sections 63, 07 or B10, as applicable. Apply places to each face of truss and position as Shown above and on t S 11 L}� ... Its` it ElJoint Det.atls. unless noted otherwise. Refer to drawings 180A-Z for standard plate pos It lens. t 29/2015 BC LL 0.0 PSF CA-ENG PBC/GWF[ U \\�Il : Alpine, a division of Inr Building Components crap Inc. snarl not be responsible for any deviation fro this OREGON drawing, any failure to build the truss In conformance with ANSI/TPI 1, or far handling. shipping, - 1t� iS A C AN ITW COMPANY installation A bracing of trusses, .4 TUT. LD. 45.0 PSF S E N- 238659 8 659 A seal on this drawing or cover gags listing this drawing. Indicate*eel.ots..of prof..■loom engineering •9 "�).20, tab responsibility solely for the design shollding Assignor per AhSl/lPI 1 5wn. The suitability and troy of this drawing fae .fry structure Is the " 835t Ro4ana Circle responsibility of the 545..2. RO L D ,N* DUR.FAC. 1 . 15 FROM FP Sacralnenio,CA')5828 For more Information zee this Job's general notes page and these web sited: SPACING 24.0" JREF- W1_57175201ALPINE: www.alprneltw.004; TPI: www"tpinst.org; WICA: www"sbeindustry.cem; ICC: www.lcrsafe.org Renewal Data 8130/2017 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015196--TIMBER TECH FRAMING -BURNHAM-ASH/PRIVATE GARAG -- TIGARD, OR - i4) 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=6,0 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 factor Right end vertical not exposed to wind pressure. for dead load is 1 .50. Truss designed for balanced snow load based on Pg=25.00 psf, C - . ' +, • Ce=1 .10, CAT II & Pf=21 .17 psf. • i 3 i___ 1 .5X4111 3X5= a i I rmimiir 2-2-1 1-2-8 1 I. III tri J 8-2-0 ____ Neraw 3X5-- 3X7 X5=3X7 III -1 -10-8 >1 1"12 3"4 3-5-3 _1,i 1 d2 3-8-7 1-<-3-10-3 Over 2 Supports — R=339 U=15 W=5.5" RL=26 R=142 Design Crit: IRC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=294(0%)/4(0) 15.01 . 0 1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 ••xaaNl FURNISH•• READ ANDRAW NG OW ALL NOTES ON ZlttS L/DINO 1 �G INF�� •/Q� TC LL 25.0 PSF REF R7175- 55505 825 N 4th Ave,Cornelius OR 97113 "I +�T•' FUfmiSlt 7HIs DRAWING TO ALL calm/Aaron lNCt1lDlNg» INSTALLERS. Trusses require extreme care in fabricating, handling. shipping, installing and bracing. Refer to and folio. 10575 DL 10.0 PSF DATE 10/28/15 the latest edition of SCSI (Building Component Safety Information, by 7Pt and IRrCA) for safety practices prior L P l Tf`C to performing these functions. Installers Shall proVido temporary bracing per SCSI. Unless noted otherwise, r top chord shall have properly attached structural sheathingand bottom chord shall have �� properly dtperhnc BC DL 1 0.0 PSF riga tel Lococl. a snows for pernanply lateral restraint of woes shall have bracing Instal lad per 9CS1 �� sDRW CAUSR7175 15301068 {{ �'• sections 63, 07 or B10, as applicable. Apply plates to each face or trust and position as Shown above and on 41 � 01— ] t i the J-i-t BetalIt onless noted othcrrlse. Rn: to draw.rgs :60A-Z Tor standard plate pnsltinns. II g/201 5 p 0.0 PSF CA-ENG PBC/GWH I `v'il I Alpine, s tliviSlon of ITv BVilding Companerits Croup Inc. shall not be responai Dle for any devietlo.+ floe this BC LL drawing, any failure to build the truss in conformance wick ANS 1. or far handling, shipping. OREGON AN ITW COMPANY instal,ation 6 bracing of trunS.S. v TOT. LD. 45.0 PSF SEQN- 238662 • A w..l on this drawing or*ever Paoe listing this drawing. lndla.te..eaaptsne.of professional engineering '9 ria').pow 199 --_ _ (�{, responslblltty solely for the design shown. The suitability end use of this dr/wing for any structure 10 the Rot 0 w W.�� DUR.FAC. 1 . 15 FROM FP 5351 Rev Dna Circle responsibi i ity of the Building Designs mor ANS1Rp1 1 S.c.2. Sacramento,CA 55k25 For more Information coo this Job's general notes page and those web sites: SPACING 24.0" -REF- 1 VL57 1 7 5 Z0 1 ALPINE: www,stpineite.co.; TPI: www.tpinst.org; . be TCA: www.scindustry.com: ICC: wew.icesfe.nrg Renewal Date g/30120i7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015196--TIMBER TECH FRAMING -BURNHAM-ASH/PRIVATE GARAG -- TIGARD, OR - J4A) Top chord 2x4 HF #2 (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 Rot chord 2x4 HF #2 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Webs 2x4 HF Std/Stud :W3 2x4 HF #2: :Lt Bearing Leg 2x4 HF Std/Stud: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II , EXP B, wind TC DL=6.0 psf, wind BC Bottom chord checked for 10.00 psf non-concurrent bottom chord live DL=6.0 psf. load applied per IRC-12 section 301 .5. Wind loads and reactions based on MWFRS with additional C&C member Deflection meets L/360 live and L/240 total load. Creep increase factor design. 3�,, for dead load is 1 .50. , , Right end vertical not exposed to wind pressure. ( 'Lti ?�, Truss designed for balanced snow load based on Pg=25.00 psf, Ct=1 ,10, ::I Ce=1 .10, CAT II & Pf=21 .17 psf. 3 7-- 1 ,5X4W 111 2X4= 0-3-10 !✓ 2-2-1 ID 8-7-8 i - `h 8-2-0 i 4X8( 3X5_ 1 .5X4 111 Le--1-7-0—J 1"12 3.4 ee,c 3-1-11 _1 1'"2 3-4-15 -3-10-3 Over 2 Supports - R=356 U=22 W=3.5" RL=26 R=125 Design Crit: IRC2012/TP1 -2007(ST0) 1gD PROF-. PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 . +r 1,s1IPAII„`S`d+ OR/-/1/-/-/R/- Scale =.5"/Ft. Miss Components of Cornelius 003)357-2118 T'xaR11[RNI 11 READ AND NG OA ALL WTEs ON THIS INCLUDING GI ` TC LL 25.0 PSF REF 87175- 55508 825 N 4th Ave,Cornelius OR 971 I3 ••111ppRiN/T•• FURNISH THIS DRAWING TO ALL cvirTRActala IBDLUDIMG TTIE INSTALLERS. `T;� 19575 PII TC Trusses require extreme caro in fabricating. handling, shipping. installing and bracing. Refer to and follow , CIL 10.0 �` [' the latest edition of SCSI (Building Component Safety Information, by TP1 and 117CA) for Safety practices prior VII PSF DATE 10/28/15 to performing those functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a preperly attached (� /./ BC DL 10.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI DRW CAUSR7175 15301071 Q Lplryryry Irr��� I1 to sections 83. 87 or 810, as applicable. Apply plates to each face of truss and position an shown above and an 14/29/2015 i lam\ II E the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions_ OREGON BC LL 0.0 PSF CA-ENG PBC/GWH FUI `\vii Alpine, a division of 11W Building Components Group Inc. shall not he responsible for any deviation from this /� drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling. shipping, YA AN Irwconaw.rrr installation d bracing of tans. 9R `4n.20,19� TOT. LD. 45.0 PSF SEQN- 238674 sa A e! on this drawing or cover page listing this drawing. Indicates saasptanos of prefe iealone. engineering O responsibility solely for Thor deslgn shown. The suitability and use of this drawing for any structure Is the 1L C W' ` DVR.FAL. 1 .15 FROM FP R35I R0lalia Circle responsibility of the Building Designer per AIISI/7PI 1 Sse.2. Saciamenlo,CA95828 for more information See this Job's olpineitw.com: TPI: www.tpknst.org: tTCA: ww..sbcindustry.com; ICC: www.iecsafe.org general notes page and these web_sites: Renewal Date 0130t2017 SPACING 24.0{1 JREF- 1VL57175Z01 ALPINE: www. • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015196--TIMBER TECH FRAMING -BURNHAM-ASH/PRIVATE GARAG -- TIGARD, OR - J5) 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=6.0 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 toad applied per IRC-12 section 301 ,5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for balanced snow load based on Pg=25.00 psf, Ct=1 for dead load is 1 .50. Ce=1 .10, CAT II & Pfo21 .17 psf. (s":7--114:15> 1 .5X4 Ili 3 1-3X5---'"="- _..... s 1 1-s-1 1-2-8 r II _... v�j 8-2-0 1_ 111111.- 11 3X5= 3X7 III lc 1-10-8--- 1"12 1-5-3 _i 1 1�`2' 1-8-7 1-10-3 Over 2 Supports 1 R=283 U=29 W=5,5" R=36 U=5 Design Crit: IRC2012/TPI -2007(STD) .rcA PROFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 . + , i . SS1O OR/-/1/-/-/R/- Scale =.5"/Ft. TnissComponentsofOregon 503)357-2i IR "MOURNING!" READ Alla FOLLOW ALL NOTES ON THIS DRAWING! r tl �` 825 N 4t7!Ave,Cornelius OR 97113 ••( TAKT.. mien TIS GRAMM TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 0 2 TC LL 25.0 D PSF (9575P REF R7175— 55506 Trusses require extra., caro In fabricating, handling, shipping, installing and bracing. Refer to and follow �'1�{ the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior ' _ 40I TC DL 10.0 PSF DATE 10/28/15 to performing thbCe functions_ installers shall provide temporary bracing per SCSI. Unless noted otherwise, _......... top chord shell nave property attached structural sheathing and button chord shall have a properly sttachod BC DL 10.0 PSF DRW',f C rigid ceiling. Locations shown for pormaneht lateral restraint or webs Shall have bracing Installed per SCSI IJAUSR7775 15301069 fa sections B3. 87 or 810, as applicable. Apply plates to each face of truss and position es shown above and to ii 29/2015 1 IP- NJ LE the Joint Details, unless noted otherwise, Roror to drawings 1sOA_Z for standard plate positions. OREGON BC LL 0.0 PSF CA-ENG PBC/GWH Alpine, a division of 1111 Building Components Group Inc. shrill not be responsible for any deviation from this drawing, anyfailure to build the truss in conformance with ANSVTPI 1. or for handling, shipping. AN VTW Co(vt�,Nft instal lotion 8 breeing of trusses_ i� en.20,Witt TOT.LD. 45.0 PSF SEQN— 238665 A mlMilli OM droving or cover peps !listing this droning. lndloetee acceptance of prafssslan.l snglneeri� responsibility solely for the design efts.,, The aultablllty and use of this drawing for any structure is the -WOLD W `..FROM 5351 Rrnyna Circle responelb/l lty of ells eul lding Desl�rr per ANSI/TPI 1 See,2. DUR. FAC. 1 , 1 5 FP Sacramento,CA 9$525 For more informationa this,obis general notes page and these web sites: Renewal Date 6/30T2O17 SPACING 24.0" J RE F- 11/L57175201 ALPINE: www.alpineitw.com: TA!s www.tpinst.org: WTCA: www,shcinantry.com; ICC: www,Iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015196--TIMBER TECH FRAMING -BURNHAM-ASH/PRIVATE GARAG -- TIGARD, OR - J5A) Top chord 2x4 HF #2 (1) - plates so marked were sized using 0% Fabrication Tolerance, 0 Bot chord 2x4 HF #2 degrees Rotational Tolerance, and/or zero Positioning Tolerance. Webs 2x4 HF Std/Stud Wind loads and reactions based on MWFRS with additional C&C member 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located design. anywhere in roof, RISK CAT II , EXP B, wind TC DL=6.0 psf, wind BC DL=6.0 psf. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 .50. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301 .5. Fasten rated sheathing to one face of this frame. mo Truss designed for balanced snow load based on Pg=25.00 psf, Ct=1 .10, i{ Ce=1 .10, CAT II & Pf=21 .17 psf. 1. --- ' • 1 .5X4 III I.r—2X4I.= V R 0-9-0 �. 1-8-1 r; 8-7-8 1 i � ■ 11 i 3X5(R) ( I ) A\ I I ■ aA `J 8-2-0 1 .5X4I11 1 .5X4 111 L-1 --10-8---DJ 1"12 3r.4 _ _ I _-5-3 5' 4 1-1-11+i 1-10-3 Over 2 Supports 1 R=317 U=41 W=3.5" R=25 Rw=32 U=17 PLT TYP. Wave Design Crit: IRT/RT=2%(0%)/47(0 ) D) 15.01 . ' RiO�c44,,, OR/-/1/-/-/R/- Scale =, 5"/ft. 1 Truss Components of Oregon (503)357-2118 "'WARNING]" READ AhO FOLLOW ALL xuTtss ow-nus DRAWING! 825 N 4t Ave,Cornelius OR 97113 ••1�DRiANT'• FURNISHTHISDRAWING.°ALL CONTRACTORS INCLUDING The IN19675 P l''' TC LL 25.0 PSF REF R7175- 55509 Trusses require extreme care in fabricating. handling, shipping, installing and bracing_ Rorer to and follow r TC D L 1 0.0 PSF the !stem- edition of BCSI (Building Component Safety Information. by TPI and MICA) rot safety practices Prior it DATE 10/28/15 to performing those functions, Installers shall provide tomporary bracing per BGSI. Unless noted otherwise. (� �` top chord shall have properly attached structural sheathing and bottom chord shaft have a properly attached ✓/S BC DL 1 0.O PJF rigid ceiling. Locations shown for permanent lateral restraint of nobs shall have bracing installed per Bell DRW CAU5R7175 15301072 1` !Ft 1e sections 63. 67 or 910, as appl,cable, Apply plates to each face or truss and position as shown above and on I•/291201 5 Q 11"""",,1 J N 1 the Joint Details. Unless noted otherwise. Rorer to drawings 1finc-2 for standard plate positions. c�G B`' 0.0 PSF CA-ENG PBC/GWH 1E1, V Alpine. a division of 17W Building components Group Inc_ shall net be responsible for any deviation from this 0A OREGON drawing. any failure to build the truss in conformance with ANSI/TPI 1, or for handling. shipping, Y� ' — AN ITW C01v1PANY installation & bracing of trusses. '9R "•n.20,19� V TOT.LD. 45.0 PSF SEAN— 238677 . ,A seal on this drawing or cover paps listing this drawing, laidle tis ecooptanoa of profsasional engine.f Isp �O __C /'11, responsibility sol.ey Tor the design shown. The asset beilty and uss or thigh drawing for any.tructgre is the01.CO W a ` FROM p 8351 Rueana Circle rwspon.ibt t Ity of the Bungling 4slgner per AIISI/TP1 1 Soe,2. DUR.FAC. 1 . 15 Sacramento,CA 95828 For more information see this Job's general notes page and these web situs: Renewal Date 6/30,2017 SPACING 24.0" .j RE F- 1 VL57 1 7 5 ZO 1 ALPINE: www•afpineitw.com; TP1: msm.tpinst.org; MrCA: www.sbcindustry.00m: ICC: www.lccsare.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (10115196--TIMBER TECH FRAMING -BURNVHAM-ASH/PRIVATE GARAG -- TIGARD, OR - J6) Top chord 2x4 HF #2 Special loads ' Bot chord 2x6 DF-L SS -- (Lumber Dur.Fac.=1 .15 / Plate Dur.Fac.=1 .15) Webs 2x4 :HF Standard or HF Stud: :W2 2x4 HF #2: TC- From 0 plf at -2.65 to 70 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 13.99 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 2 plf at 0.00 to 2 plf at 13.99 anywhere in roof, RISK CAT II , EXP B, wind TC DL=6.O psf, wind BC BC- 72.89 lb Conc. Load at 2.66 DL=6.O psf. BC- 284.29 lb Conc. Load at 5.49 BC- 487.58 lb Conc. Load at 8.32 Wind loads and reactions based on MWFRS. BC- 679.62 lb Conc. Load at 11 .14 (:/:::ii )] (a) Continuous lateral restraint equally spaced on member. Right end vertical not exposed to wind pressure. Hipjack supports 9-10-12 setback jacks. Jacks up to 7' have no webs. Deflection meets 1/360 live and L/240 total load. Creep increase Longer jacks supported to BC. factor for dead load is 1 .50. 3X3 III 0. 5X5 2.92 r4X12= ===-- — - -....---.„I 3-8-3 _� W2 1-2-8 I ____ 11 _ - - 48-'2-0 _'_ 6X8(R) III 3X7= 2X4 III 1c 2-7-13----1 1"12 6-10-3 _-e 6-10-3 112 1i -2 6-10-3 6-11-15 •< 13-11-14 Over 2 Supports R=873 W=7.028" R=1408 RL=-79 Design Crit: IRC2012/TPI -2007(STD) e0 PROFfi PLT TYP, Wave FT/RT=2%(0%)/4(0) 15.02. 0"!_11= + II 'SS� OR/-/1/-/-/R/- Scale =. 375"/Ft, Truss Components of Oregon (543)357-2118 `m* Iti161aa READ AND roux!,Au.MOTES ON THIS CRAVING! CO � e�`41 O0 TC LL 25.0 PSF REF R7175- 55507 825 N 4th Ave,Cornelius OR 971 l3 **IMPORTANT** FUAI USN THIS DRAWING TO ALL(XNGACTORS INCLUDING THE INSTALLERS. 49575F 7.Trusses require extreme care in fabricating, handling, shipping, in Stalling and bracing. Refer to and follow , the latest Oditlon of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior AW, TC DL 10.0 PSF DATE 10/28/15 to performing these functions. Installers shall provide Temporary bracing por BCSI. Unless noted otherwise. .-.....� top chord shats have properly attached structural sheathing and bottom chord shall have a properly attached ,� p/''. 0 rigid ceiling. Locations shown for permanent lateral restraint of webs shall hove bracing installed per SCSI BC DL 10, PSF DRW CAt1SR7175 15301074 {{{{�1''''}7777� 71 soct,ons B3, B7 or Btf, as applicable- Apply plates to each face or truss and position as shown above and on I S 29/2015C `` z L i l N i the Joint Details, unless noted otherwise Rorer to drawings 160A-Z ror standard plate past tiOn3. OREGON BC LL �T I Alpine a division of ITP Ruilding Cormwmwmrts Group Inc. shall not be responsible for 0.0 PSF CA-ENG PBC/GWH any deviation Tran this GI •Wit drawing, any failure build the b to utruss in CDnforswnce with ANSJ/Tp1 1, or for handling, shipping, AN ITP COIVIrIANY installation & bracing of trusses. 9,Q `an,xo,�e' �Qa TOT. LD.. 45.0 PSF SEAN- 3353 REV A se.) on Vila drawing or=war pays Maths,this drawing. Ifdioetss ace.ptano.of prof esional eaWnesrlag O r.sponsibiltty eei.ly for t+..&.sign erwnrn. T?.s sultabtllty and use of this drawlna The any etruwtisi-. ie to. I. W DUR. FAIT. 1 . 15 F ROM FP Ri5i Rolanat Circle rosponelblltty of the Building Dselgner per ANSI/TPI 1 Sae,2, Sacramento,CA 95P2R For more inrormation see this.lob's general notes page and those web sites- Renewal Date 813012017 SPACING 24.0" J RE F- 1 VL5 7 1 7 5Z0 1 ALPINE: www-alp,neltw.com: TPI: www.tpinat.org; IKCA: www.sbcindustry.coa, ICC: www.iccsafe-ors THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1015196--TIMBER TECH FRAMING -BURNHAM-ASH/PRIVATE GARAG -- TIGARD, OR - J6A) Top chord 2x4 DF-L 2400f-2.0E 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x10 DF-L SS anywhere in roof, RISK CAT II , EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 :HF Standard or HF Stud: :W2 2x4 HF #2: DL=6.0 psf. :Lt Slider 2x6 HF #2: BLOCK LENGTH = 3.611 ' Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind Right end vertical not exposed to wind pressure. (5)2x4 x 8-6-3 DF-L 2400f-2.OE Top chord scabs centered 1-6-8 from left end. Attach one to each outer face of chord with Deflection meets L/360 live and L/240 total load. Creep increase- (2) rows of 0.131"x3", min. nails @ 12" O.C. , staggered 6". factor for dead load is 1 .50. SPECIAL LOADS (LUMBER DUR.FAC.=1 .15 / PLATE DUR.FAC.=1 .15) TC - From 0 PLFt a -2.65 to 74 PLF at 0.00 TC - From 59 PLF at 0.00 to 201 PLF at 4.92 TC - From 0 PLF at 4.92 to 153 PLF at 13.99 BC - From 3 PLF at 0.00 to 12 PLF at 4.92 BC - From 0 PLF at 4.92 to 43 PLF at 13.99 TC - 528 LB Conc. Load at -2.65 1 .5X4 III 2.12 3X5= r r 6X81 000 000 5X5— 8X8(E1) _ (S) 3-8-3 �� 1. galW2 ` 1-2-8 �/ a .. ._ I__..._ 8-2-0 I 3X3 III 6X8- 4X12(R) III I-------2-7-13 >1< 4-11-0 a1 5-2-14 4-9-8 3-8-12 212 5-2-14 4-9-8 3-11-8 13-11-14 Over 2 Supports >1 R=3547 U=100 We7.778" R=923 RL=-33 Design Crit: IRC2012/TPI -2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.02. 0{.'z.. * -.1t� . OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon 503)357-2118 I l" R AHD� ALL NOTES ON THIS DRAWING! �j - 25 0 PSF 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT.. FURNISH THIS DRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ��5 �G1N��� O� IC LL REF R7175- 55510 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest. edition of BCS/ (Building Component Safety Information, b TPI and 1 9675 TC DL 10.0 PSF DATE 10/28/15 y WTCS! for safety practices islet l to performing these functions. Installers shall provide temporary bracing per aG51. Unless noted otherwise, J p ... top Chord shall have properly attached structural sheathing and bottom chord shall hion a properly attached rigid ceiling- Locations shown for permanent lateral restraint or webs shall have bracing installed per BCSI f� �� BC DL 10.0 PSF DRW CAUSR71 7 5 15301075 sections B3, 117 or 010, as applicable- Apply plates to 00.50 face of truss and position as Shown above and on a L 1 1 W N , ' the Joint Petal Is, unines noted otherwise. Refer to drawings 1G0A-Z for standard Plate posltlans. 11 29/2015 BC LL 0.0 PSF CA—ENG PBC/GWH 1 I Alpine, a dlvlslan of ITN Building Components Group Inc. shall not be responsible for any deviation from this drawing, any fog lure to build the truss in conformance alto ANSI/7P! 1, or far handling, shipping, /1 OREGON AN ITWCOMPANY installati1on & bracing of trusecs. 1i, �/ TOT.LD. 45.0 PSF SEN- . A*eel on tPile drawing or cover doge listing tAle drawing, indicates saaspt.nee of prof ssion.l engineering Tip (.4$7.20,199 tQ` /�] 3 61 REV reepwnelbll lty solely for the design slow.. The suitability std use of thl•drawing for any structure, le the �TV pD R.FAC. 1 . 15 FRiJM F 8351 Rosana Circle r "r°r"iiel a ley of the Building Designer per N151/WI t s.e.z. �L D %J N Sacramento,CA 95828 ler more information see this job's general notes page.and these web altos; �• — _ ALPINE: ram.alpineitw.com; WI: wwr.tpinst.erg: WTCA: www.ebcindustry,cam: ICC: wren.ICcsafe.org Renewal Date 6/30/2017 SPACING 24.0" J RE F- 1 VL5 7 1 7 520"1