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Plans (13) LI I- 17'8" 11'' 11 8"8 5 3"8 1 -5.4--' ' iii 1 , T ;Li I BGE f CO+ 1 e 0 r mP in BB T i 1HRND FRAME OVERLAY ON SITE : '0 p. m m m HVAC HERE `2 00 in `" 0 CI him 9 Lt ll) R2 ,R a tD co I cn THIS'thT i , T ..ON THE WALL w N v NW U" LN>- I11 Cr N+-J I. L ',',C1 I I� i _. I L_. 1 , -_ l-__I i X > p H /� 1 y ` SCC Em V II (1 CFE w: i ¢ K �� I G CD £ 0 LU AI(I drE r }Co O 0 CD O N aj 1 '[ 1 1 1 1 a ,_ 4 N OC E min N r °) _L_ ,— E r_5• o JOB NO: s F---11' — 4' 4 18'3"8 -1 s' ---{ 1115027 F 40' H PAGE NO: 1 OF 1 Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1W6H7175Z1305072147 Truss Fabricator: Truss Components of Oregon Job Identification: 1115027--PARR FOREST GROVE -Riverside 2885 A Roof Mas -- master master , OR Model Code: I RC Truss Criteria: IRC2012/TPI-2007(STD) D PRO Engineering Software: Alpine proprietary truss analysis software. Version 16.01. ,<<G�� FFS, Truss Design Loads: Roof - 42 PSF # 1.15 Duration 0�5 �G I N EF 13 Floor - N/A tV 41 83294PE 9 Wind - 120 MPH (ASCE 7-10-Closed) tr /' Notes: 1. Determination as to the suitability of these truss components for the OREGON structure is the responsibility of the buildingdesigner/engineer 7 t P Yof LY 14 20� m record, as defined in ANSI/TPI 1. �$e�',rart 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 Rtiu-1 -flee,,2018 Details: 12030EC1-GBLLETIN-GABRST10-12015EC1- Submitted by RTT 07:20:37 12-05-2017 Reviewer: JCJ $ $ 12/05/2017 # Ref Description Drawing# Date 1 02122--BGE 17338095 12/04/17 2 02123--B 17338084 12/04/17 3 02124--BG 17338100 12/04/17 4 02125--AGE 17338096 12/04/17 5 02126--A 17338094 12/04/17 6 02127--A1 17339002 12/05/17 7 02128--A2 17338093 12/04/17 8 02129--A2GE 17338085 12/04/17 9 02130--DGE 17338103 12/04/17 10 02131--DG 17338104 12/04/17 11 02132--GGE 17338088 12/04/17 12 02133--G 17338091 12/04/17 13 02134--G1 17338099 12/04/17 14 02135--G2 17338098 12/04/17 15 02136--G3 17338097 12/04/17 16 02137--CGE 17338102 12/04/17 17 02138--FGE 17338090 12/04/17 18 02139--HGE 17338105 12/04/17 19 02140--HG 17338092 12/04/17 20 02141--IGE 17338087 12/04/17 21 02142--I 17338086 12/04/17 22 02143--J 17338089 12/04/17 23 02144--K 17338101 12/04/17 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside 2885 A Roof Mas -- master master , OR - BGE ) Top chord 2x4 HF #2 120 mph wind, 20.97 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Truss designed to support 1-6-0 top chord outlooker span and Wind loads and reactions based on MWFRS with additional C&C member cladding load not to exceed 5 PSF one face, and 24" span design. opposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c along top edge.DO NOT OVERCUT. No knots or other lumber defects Provide lateral wind bracing per ITWBCG wind bracing details or per allowed within 12" of notches. Do not notch in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. 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= 4 4 illiii 6-1-4 A0_18-0-0 1 3X5(A1) = 5X5= 3X5(A1) 1-6-0 1-6-0 I_ 17-4-0 -I— 17-4-0 _1 E34-8-0 Over Continuous Support R=149 PLF U=8 PLF W=34-8-0 RL=3/-3 PLF Note: All Plates Are 1 .5X4 Except As Shown. Ito PROF Design Crit: IRC2012/TPI-2007(STD) FS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.'; • �a�F % OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 I I" MID FOLLOW ALL NOTES ON THIS DRAWINDN REF R7175- 2122 825 N 4th Ave,Cornelius OR 97113 ”IIPORTANTnr FURNISH THIS DRAWING To AIL CENIRIIeraRs INCLUDING THE INSTALLERS. �� !i 88?E �Q Z TC LL 25.0 PSF Trusses require extreme care in fabricating. handling, shipping, installing and bracing. Refer to and follow it the latest edition of BC51 (Building Component Safety Information, by TPI and NTCA) for safety practices prior ,es% - DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. cop chord shall have properly attached structural sheathing and bottom chore shell have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17338095 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS sections B3. BT or 810, as applicable. Apply plates to each face of truss and position as shown above and on 12/05/2017 Ail I O IO^ I the Joint Details. unless noted Otherwise. Refer to drawings 180A_Z for Standard plate positions. BC LL 0.0 PSF CA-ENG BFR/RTT i�=1 II Ill I I \�11 Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON /a dnstw ll any I,brace to buildru the truss In conformance with ANSI/TPI 1, or for handling. shipping. ` TOT.LD. 42.0 PSF SEAN— 30399 AN ITW COMPANY installation a bracing of crustae. la A seal en thio*eaing or seer page listing this*wing, Indiostes asesptance of professional engineering Z. `Z LY 14,20 responsibility sslely for the design.hewn. The suitability and use of this Growing for any structure Is the FROM BB 8351 Rayon,Circle reepaeslblllty of the Building Designer per ANSI/TPI T SA0.2. ��e N Tan DUR.FAC. 1.15 Sacramento,CA 95828 For more information see this job's general notes page and these ant sites: SPACING 24.0" JREF- 1 W6H7 1 7521 3 ALPINE:wvw.alpineitw.can;TPI:wrww.tpinst.erg;NTCA:wee.sbclndustry.can ICC:ass.Iccsafe.org Renewal 8/30/2018 This DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside 2885 A Roof Mas -- master master , OR - B ) Top chord 2x4 HF #2 120 mph wind, 20.97 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5 3X5:0- 3X5 T 1 .5X4 � �111414X4 4 r _, 4 6-1-4 111 _418-0-0 1 3X10(61) = 3X5= 3X7= 4X5= 3X5= 3X10(61) _ 1-6-0 1-6-0 6-3-13 _l_ 5-6-1 5-6-1 >-c 5-6-1 5-6-1 6-3-13 9-0-14 .�_ 8-3-2 8-3-2 .l 9-0-14 I, 17-4-0 ,I_ 17-4-0 _I F 34-8-0 Over 2 Supports R=1588 U=64 W=5.5" R=1588 U=64 W=5.5" RL=71/-71 Design Crit: I RC2012/TPI-2007(STD) CEO PRo i 4, PLT TYP. Wave FT/RT=2% 0% /4 0 16.01." 1 S ( ) ( ) ` �1 � /� OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 INGI"BEAD me FOLLOW ALL VINES ON THIS DRAWING! (9 Z TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 ••IMIORTANr•• ""'"""THIS DRAWING To Au CONTRACTORS INCLUDING,�INSTALLERS. 44 83294PE REF R7175— 2123 Trusses require extreme care In fabricating, handling, shipping. Installing and bracing.Refer to and follow ho • — latest edition of BCSl (Building Component Safety information, by TPI and wTCA) for safety practices prior gG / - DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. unless noted otherwise. cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17338084 regia calling.7 Locaclons shown for per»hent lateral restraint of webs shall have bracing Installed per BCS A�1—`[1 N E ssc an B3. ai or unless ss applicable. 1pp1y plates to each race of truss and rd plate as shoes above and on 12/05/2017 ILLLIIIUJ Athe 1pine. Details, ofIT noted Otherwise. Refer to drawshall not a forstandardplates anpoy deviation BC LL 0.0 PSF CA-ENG BFR/RTT Alping. a any of ITN Building truss nente Group Inc.1�. shall not b.responsible ler any diaclon rran this OREGON drawl. any failure to belle tha trams in conrwraance with ANSI/TPI 1. or for handling, shipping. A O� ® TOT.LD. 42.0 PSF SEQN— 30400 AN ITW COMR4NY installation a orating or trusses. I'� A a...en this drawing or amp pee listing this drawing, indicat.....eosps.sss of profs..lens!engineering (� CY 14,2 responsibility solely for the design shown. The suitability and use sr this drawing for any structure Is the 8351 RovanaCircle r.ee.eelbi l ity of the Building Designer per NRI/1►I 1 gee•=• es Tan DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For mare information,.0 this Job's general notes page and these web shwa: SPACING 24.0" JREF— 1W6H7175Z13 ALPINE:www.alpinditw.cee; TPI:wrw.tplmt.org;RU:www.abelndustrY.nron; ICC:we..lee»Pa.org Renewal 8/80/21118 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside 2885 A Roof Mas -- master master , OR - BG ) Top chord 2x4 DF-L 2400f-2.0E :B2 2x6 HF SS: 4 COMPLETE TRUSSES REQUIRED ` < 1 Webs 2x4 HF Std/Stud :W7 2x4 HF #2: Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row •12.00" o.c. Special loads Bot Chord: 2 Rows • 3.00" o.c. (Each Row) (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row • 4" o.c. TC- From 71 pif at 0.00 to 71 plf at 17.33 Repeat nailing as each layer is applied. Use equal spacing TC- From 71 plf at 17.33 to 71 plf at 34.67 between rows and stagger nails in each row to avoid splitting. BC- From 7 plf at 0.00 to 7 plf at 34.67 In addition, apply (1) 0.22"-0.25" min/max dia. X 6.0" BC- 1437.99 lb Conc. Load at 0.73, 2.73, 4.73, 6.73 length wood screw at each joint location. 8.73,10.73,12.73,14.73,16.73,18.73,20.73,22.73,24.73 4" o.c. spacing of nails perpendicular and parallel to BC- 1401.64 lb Conc. Load at 26.73,28.73,30.73,32.73 grain required in area over bearings greater than 4" 120 mph wind, 21.22 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Calculated horizontal deflection is 0.13" due to live load and 0.13" due to dead load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Calculated vertical deflection is 0.51" due to live load and 0.51" due to dead load at X = 13-2-3. JT PLATE LATERAL CHORD No SIZE SHIFT BITE NOTE: THIS TRUSS MAY NOT BE REPAIRED AND MUST BE REPLACED [ 5] W3X5 S 2.75 IF IMPROPERLY INSTALLED OR DAMAGED. [ 7] W4X5 S 1.75 [ 8] W4X5 S 1.25 [12] W4X5 3.00 R 1.75 [13] W4X5 3.25 L 1.25 [17] W6X8 S 2.00 [18] W4X5 3.25 R 1.25 [19] W4X5 3.00 L 1.75 [23] W4X5 S 1.25 [26] W3X5 S 2.75 4X5[8] 4X5[13] 5X7(R) III 4X5[18] - 4X5[23] T 4 r._ _, 4 3X5 I \Ir..' N ii/-, 3X5 6-1-4 I I I I I I 18-0-0 L B2 4X16(B7R) = 3X5[5] III 4X5[7] = 4X5[12] = 6X8[17] 4X5[19] = 4X5= 3X5[26] III 4X16(B7R) H0514= H0514 FE-5-3-13 'SIE 4-0-1- 4-0-1- _4-0-1 8'_4-0-1-+_4-0-1+-4-0-1 -5-3-13-3.1 L 17-4-0 I 17-4-0 J 34-8-0 Over 2 Supports R=13986 U=688 W=5.5" R=13022 U=633 W=5.5" ON PROpF Design Crit: IRC2012/TPI-2007(STD) (G SS PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0 16.01.'4 •`W G N p• OR/-/1/-/-/R/- Scale =.1875"/Ft. Tmss Components of Oregon (503)357-2118 "WARNING!"READ ANG FOLLOW AL TINES CO THIS awlNGl Or.......... ;;;INMATC825 N 4th Ave,Cornelius OR 97113 m'It•ORTAIrtee FURNISH THISIwIs OING TO ALL Camra me INCLUDING i INSTALLERS. LL 25.0 PSF REF R7175- 2124 Trusses rewire extreme care In fabricating. handling, shipping, installing and bracing. Refer to and followDL 10.0 PSF DATE 12/04/17 the latest edition of SCSI (Building component Safety Information, by TPI and RICA) for safety practices prior to performing these functions. Installers shell provide temporary bracing per SCSI. Unless noted otherwise, Adlihktop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached :C DL 7.0 PSF DRW CAUSR7175 17338100 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI 12/05/2017 A�1�0 N sections aT or unlessB10as applicable. Apply. R plates dowing face of foray and position as aM1ion above and on Rha Joint Details, fIT noted otherwise. tsfGrr to Idnc. shelnnot2 for standardiplatefnysie int. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT Alpine, a dvision of ITR Building the truss Groan ince shall not be ntfor any deviation from this drawing, any failure to build thetree in conformance with ANSIrtPI ,, or for handling, shipping, d• Q TOT.LD. 42.0 PSF SEAN- 30401 ,� AN ITN COMPANY installation t bracing of trusses. LY 14r13 r26 ADA awl an this tlrwlni sr sever pals listing this drawing, Indian.reapers of precessional anglna.ring re.pewlbillty wl.ly for ane design anew. The suitability rod u.e of this drawing for any structure Is w • ssstxovamaCircle ra.panalbliley of. s Deluding Designper ANSI/TPI 1 Sw.2. eel'Tar ' DDR,FAC. 1.15 FROM BB Sacramento,CA 95828 For more Information see this Jobs general notes page and these web sites: + ALPINE:wew.alplwltw.can; TPI:www.tpieswww t.org:WTCA: w.ebcindustry.ean; ICC:w .icpfe.org Renewal 8130/2018 SPACING 24.0" JREF- 1W6H7175Z13 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside 2885 A Roof Mas -- master master , OR - AGE ) Top chord 2x4 HF #2 120 mph wind, 20.87 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Truss designed to support 1-6-0 top chord outlooker span and Wind loads and reactions based on MWFRS with additional C&C member cladding load not to exceed 5 PSF one face, and 24" span design. opposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c along top edge.DO NOT OVERCUT. No knots or other lumber defects Provide lateral wind bracing per ITWBCG wind bracing details or per allowed within 12" of notches. Do not notch in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT Il & Pf=21.17 psf. 5X5= BP • 4 4 TTTTT2 5-10-15 • 0-5-9 T '///////////////////////////////////////////////////////////////////////////////////////////////////////// ------ 3X5(61) ----- 18-0-0 1 3X5(B1) = 5X5- 3X5(A1) 1-6-0 I— 16-4-2 J, 16-9-0 J 1 33-1-2 Over 2 Supports R=154 PLF U=5 PLF W=15-1-2 RL=4/-4 PLF R=151 PLF U=3 PLF W=18-0-0 Note: All Plates Are 1.5X4 Except As Shown. CEO PROP . Design Crit: IRC2012/TPI-2007(STD) 4 SS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.O1.0A • 4,(1614e,, /p OR/-/1/-/-/R/- Scale =.1875"/Ft. w**ARNI RNI H•READ NO FOLLOW ALL Nora mI S Is DRONING! TC LL 25.0 PSF REF R7175- 2125 Truss Components of Oregon (503)357-7118 �(j 9 825 N 4th Ave,Cornelius OR 97113 "lT FURNISH This DRAWING To ALL CONTRACTORS i11CllA,Na THE INSTALLERS. 83294PIE Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow 0,.....-; DL 1 0.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Component Safety Information. by TPI and WTCA)for safety practices prior to performing these functions. Installers shall providetemporary bracing per SCSI. Unless noted otherwise. op chord shall have properly attached structural sheathing end bottom chord shall have a properly attached :C DL 7.0 PSF DRW CAUSR7175 17338096 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI )�/OC/2(J1 7 A ICU N.-' sect loin 83, a]s, .e,l as ated other. Apply penes dowing face-f for and position as shown above on J Joint Details, unless noted otherwise. is Grer to Inc.draishs lAno_Z far sponsibld plate positions. OREGON BC LL 0.0 PSF CA-ENG BFR/RTT Alpine, a division of Ibu build ng Component=Croup Incshall not ha responsible for for any deviation from this drawing,l anyo &brarecing to r tau the truss in conformance with ANSI/TPI ,, or far hmdllmg, shipping. t'�I(y 14b sod' �: TOT.LD. 42.0 PSF SEQN- 30402 AN ITW r.AMR4NY installation t bracing of trusses. Swivel en this ermine or anew psis listing this drawing, hellcat.1Nsytanse of prafNaleel engineering _ nespens fer the 8351 Rovana Circle respoNlbi l lSy ef w:Building design 'l5 shorn.ANSI/111 asuitability and use or this diming per any lcrlltteW.Is�" *sell Tar a- DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more Information see this Job's general notes page and these web setas: ALPINE:aww.elpineltw.can;TTI:www.tpins0.org:WFCA:wss.sbcindvstry.cnm: ICC:ww.icasafe.org Renewal 6/30/2018 SPACING 24.0" JREF- 1W6H7175Z13 THI5 DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside 2885 A Roof Mas -- master master , OR - A ) Top chord 2x4 HF #2 120 mph wind, 20.87 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5 1.5X4 3X5° 3X5 T 1.5X40 4 r \ 4 5-10-15 0-5-9 �= i =r l'. - -7 � 18-0-0 1 5X5(61) .-- 3X5= 4X5= 3X5= 3X10(61) 3X7 1-6-0 5-8-10 5-3-12 5-3-12 5-3-12 5-3-12 6-1-8 8-4-8 7-11-10 7-11-10 8-9-6 16-4-2 J 16-9-0 J 33-1-2 Over 2 Supports >1 R=1404 U=56 R=1525 U=69 W=5.5" RL=61/-61 QED PROFS. Design Crit: IRC2012/TPI-2007(STD) �G SS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.►; ►LA GIN , • OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357=-118 'MON INDI••READ AND FDUDR ALL MOMS ON Trim MAIM 111- 13514.111 TC LL 25.0 PSF REF 87175- 2126 825 N 4th Ave,Cornelius OR 97113eeIIPORTANr F RNISN THIS DRAWING TO ALL CONTRACTORS INCLUDING TE INSTALLERS.Trvssea require a trema care in ng C,a,atirg, ha.hdling, snipping, Iy WI nd.nm bracing.Rarer to ind(priorDL 10.0 PSF DATE 12/04/17 the latest edition of BCS1 (Building i ar,ant Safety Information. by TPI e e RSCA)for safety practices prioro performing these functions. Installen shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateralrahrestraint of webs Nen have bracing Installed per BCSI :C DL 7.0 PSF DRW CAUSR7175 17338094 sections 83, 67 or B10, as applicable. Apply plates toeach face of a and position as Known above and on 12/05/2017 Ail the Joint Details,unless noted otherwise. Refer to dawings 160A-Z for plate positions. OREGON ��)0 N BC LL 0.0 PSF CA-ENG BFR/NTT Alwin, a division of ITN Building ussp in con Groan Inc. shell t be responsible for any deviation from this ^ AN ITW MR&NY drawing, any tailor to bund the truss In conformance with ANSI/TPI 1, or for handling. shipping, • eo installation A bracinof trusses. a9 TOT.LD. 42.0 PSF ff.,,, 'ti014,zo t� SEQN- 30403 1 Amos en this Ofwlry er anew page IIKIng this drawing, indicate.ofsepten a of gfar any s engineering 10111 solelyTer!he designsheen, The WIV,bill aha use of this erasing for etruature Is the 8351 Rowena Circle responsibility of MBuilding Designer per mal/TPI 1 Sabi. ag �r ��f j'��' DUN.FAC. 1.15 FROM BB Sacramento,CA 95828 ALPINE:wwwoalpineltwr more cam Information TPl:mes.tpinsot.org wwTCA:wwe.sbcInndusstrpage andthese coma:ICC:ee.asites: ictnafe.erg Renewal 8/30/2018 SPACING 24.0" JREF- 1W6H7175Z13 rr THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1115027--PARR FOREST GROVE -Riverside 2885 A Roof Mas -- master master , OR - Al) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #1&Bet. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud :W4, W5 2x4 HF #2: IC- From 71 plf at 0.00 to 71 plf at 16.34 TC- From 71 plf at 16.34 to 71 plf at 32.64 120 mph wind, 21.19 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 14 plf at 0.00 to 14 plf at 32.64 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC PLB- 50.00 lb Conc. Load at (15.20,18.04), (17.20,18.04) DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase Truss supports 200# mech unit; unit centered at 16-2-7; supported by factor for dead load is 1.50. BC; unit width 2-0-0; supported by 4 trusses. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 8] W3X7 1.25 L 1.25 [15] W3X7 1.25 R 1.25 5X5 ;11 -7- 1.5X4 1.5X4 III 1.5X4 III 4 r —, 4 3X5 a W4 W5 5-10-15 3X5a 0-5-9 0-5201) $ nnI I I mina 18-0-0 T 5X5(B1) = 1.5X4111 3X7[8]= H0308= 3X7[15] = 1.5X4111 5X5(81) = 1 T L- 5-R-if) J. 5-3-12 'I` 5-3-17 J_ 5-Z-17 5-T-17 5-5-(1 5-8 10 'I 5-3-12 10-7-8 'I` 5-3-12 'I` 5-8-0 I— 1R-4-2 ,l. 16-3-R J 1 32-7-10 Over 2 Supports R=1439 U=62 R=1438 U=62 RL=53/-53 Design Crit: IRC2012/TPI-2007(STD) -03/3F°44.41 EO PROF. PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01.,j5 . .+i_ lq�SS OR/-/1/-/-/R/- Scale =.25"/Ft. ) •WARNING!••READ NO FOLLOW ALL NOTES ON NIS DRAWING! n Tills N 4thp Components o Oregon 9711 57-:.118 ••nroninNr•• MUM THIS pwING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS -r� TC LL 25.0 PSF 825N4thAve,ComeliusOR97113 Trusses require extreme care in fabricating, handling. shipping. installing and bracing.Refer<o and Tallon /� 83294PE REF R7175- 2127 the latest edition of SCSI (Building Component Safety Information, by TPI and"RCA)for safety practices prior Q.' /- DL 10.0 PSF DATE 12/05/17 to performing these functions. Installers Shall provide temporary bracing per SCSI. Unless noted otherwise, 411114 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17339002 rigid ceiling. Locations shown for permanent lateral restraint of Cobs shall have bracing installed per BC A I L J�ii N sections 83. Bl or Olounless as appinoted other Apply plates to each face of tress and position as shorn shave and on the Joint ktaila, unless noted otherwise. Rafe to drawings,BUD-=far standard plata positions. 12/05/2017 BC LL 0.0 PSF CA-ENG JCJ/RTT Alpine. a division of ITR Building Components Group Inc. shall be responsible far any deviation from this OREGON r drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Installation&bracing of trusses. A..al.n this drawing or Dever Rya listing this arming, IMIesa.Coe t.hw.f prof a.lml.l engineering .110 14l 2G� 0 TOT.LD. 42.0 PSF SEQN- 30404 r.apollsi hlllry solely for M.design shown. Ti,.suitability and IUD..f this drawing for any structure If M. 488e'r Tar s OUR.FAC. 1.15 FROM BB 8351 Rovana Circle responsibility of Si,.BIM 1115p Designer par ANSI/TPI T S.D.N. Sacreme11to,CA95828 For more information see this Job's general notes page and these web sites: ALPINE:www.alpineltw.oum: TPI:www.tpinet.org:DTCA: wew.ebcindustry.cem; Ice:e•w.locsafe.org SPACING 24.0" J REF- 1 W6H7 1 7521 3 Iaemlrrl RTaM9n4n THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside 2885 A Roof Mas -- master master , OR - A2 ) Top chord 2x4 HF #2 120 mph wind, 20.87 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 :B2 2x4 HF #1&Bet.: anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5E 3X50 3X5SZ T 1.5X4 1.5X4 ar —, a 5-10-15 �— 0-5-12 18-0-0 3X10(61) = 3X5= 4X5= B2 3X5= 5X5(61) 1-6-0 3X7 L- 6-1-:-9-6 5-31 12 J7-11 10 5-3-12 4c 5-3 7-11-10 5-3'12 —i_8-3-1548-0 J L- 16-9-0 16-3-8 J I` 33-0-8 Over 2 Supports R=1523 U=69 W=5.5" R=1402 U=56 RL=61/-60 Design Crit: I RC2012/TPI-2007(STD) ,EO PROF PLT TYP. Wave FT/RT=2% 0% /4 0 16.O1.rFS i.R + +ampli, & OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 "MRNINGI ha READ AND FOLLON ALL IMES Olt THIS ORAIINGI / TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 aalliORTANT** FURNISH THIS DRAWING To ALL wNIRACTDRS INCLUDING THE INSTALLERS. V REF R7175- 2128 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow esti the latest edition of SCSI (Building Component Safety Information, by(fl and NTCA)for Safety practice,prior DL 10.0 PSF DATE 12/04/17 to performing these functions.tInstallers shall provide temporary bracing per SCSI. Unless noted otherwise, �' — Alilhbl top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations sham far permanent lateral restraint of webs shall have bracing installed per BC BC DL 7.0 PSF DRW CAUSR7175 17338093 A IL�[IN IE- sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on O the Joint Detail,,unless noted Otherwise. Refer to drawings 180A-Z forstandardplate positions. 12/05/2017 BC LL Alpine,a division of ITN Building Componentsgroup Inc. shell not be responsible for any deviation from this OREGON 0.0 PSF CA-ENG BFR/RTT s drawing,any failure to build the truss in cnformance with ANSI/TPI 1. or for handling, shipping, AN RTW CAMIl41JY Installation G bracing of trusses. ya� C TOT.LD. 42.0 PSF SEAN- 30405 A epi en this droning or cover ppe listing this drawing, Indlestes aeeeptaeee of professional engineering V V' responsibility solely Ser the design sham. Tho suitability and use or this drawing Ser any structure Is the 'kW 14.20,p 0 FROM BB 8351 RovanaCircle r.pm.ibl I ley a the gel Wing Designer per ANsI/11I 1 Eve.S. *sell Tar OUR.FAC. 1.15 Sacramento,CA95828 For more Information sea .tpinshis b•a general notes page and these web„ten; SPACING 24.0" JREF- 1W6H7175Z13 ALPINE:www.al P,nal M.eon; TPI:saw.ipirnt.org;gTCA:wmnv.sbcindustry.eon; ICC:wwr.ieesafe.org Ilewadowl R/911.12N14R THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside 2885 A Roof Mas -- master master , OR - A2GE ) Top chord 2x4 HF #2 120 mph wind, 20.87 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Truss designed to support 1-6-0 top chord outlooker span and Wind loads and reactions based on MWFRS with additional C&C member cladding load not to exceed 5 PSF one face, and 24" span design. opposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c along top edge.DO NOT OVERCUT. No knots or other lumber defects Provide lateral wind bracing per ITWBCG wind bracing details or per allowed within 12" of notches. Do not notch in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. 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= lil 7 4 II IIIIIIIIIIIIi 5-10-15 I0-5-12 �_— 18-0-0 V/////////////////////////////////////////////////1///////////////////////////////////////////////////////// T 3X5(A1) = 5X5= 3X5(B1) 1-6-0 I_ 16-9-0 _I_ 16-3-8 _1 1 33-0-8 Over 2 Supports R=129 PLF U=6 PLF W=15-6-0 RL=4/-4 PLF R=111 PLF U=2 PLF W=17-6-8 Note: All Plates Are 1 .5X4 Except As Shown. so PROF Design Crit: IRC2012/TPI-2007(STD) l��p PLT TYP. Wave FT/RT=2% 0% /4 0 16.01.►<<� � =t�. �/• OR/-/1/-/-/R/- Scale =.1875"/Ft. Tess Components of Oregon (503)357-2118 •'WARN INGI•• READ AII0 FOLLOW M.I.IIBTES CIN NIS BRAIINGI TC LL 25.0 PSFR7175- 825 N 4th Ave,Cornelius OR 97113 ••IIPORTANFURNISHTills DOWNING TO ALL ca(ThACTms INCLUDING THE INSTALLERS. 9 REF 2129 FURNISHTrusses require extreme care in fabricating, handling, shipping. installing and bracing.Refer to and follow 4iTAMIla DL 1 0.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, 041164 top chord shall have properly attached structural sheathing end bottom mord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17338085 rigidsectionsi 83, 87 ling. Locations re 810. assapplicahown ablr ee. Apply platesermanent 1 i to eacchi facent of owebs trusses landl hpositionave bracing sheen)above and onled per l I heJoint Details. unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. 12/05/2017 ALM N Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA—ENG BFR/RTT r drawing, any failure to build the truss in conformance with ANSI/TPI 1. or for handling. shipping, / G TOT.LD. 42.0 PSF SEQN- 30406 AN ITCOMR4NY installation s bracing of trusses. 3 ow A sal en this drawing or mower page listing this drwring, Indian.seaeptdas of prefasiaal engineering 4, LY 14,20 �et responsibility solely for the design shown. .n. The suitability and uof this drawing fer any structure is w 41. 8351 Roane Circle reepeneibliity of the Building Designer per ANSI/TPI 1 5..2. $e 11 Tahe^ DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this job's general notas page and these web sites: Renewal �& �� SPACING 24.0" J REF- 1 W6H7 1 75Z1 3 ALPINE:www.elpinelts.can;TP1:www.tpinst.org;Wawww TCA:w .sbeindustry.ccm: ICC:w .iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside 2885 A Roof Mas -- master master , OR - DGE ) Top chord 2x4 HF #2 120 mph wind, 20.62 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :W4 2x4 HF Std/Stud: DL=4.2 psf. :W1, W2, W3, W5, W6, W7 2x4 HF #2: Wind loads and reactions based on MWFRS with additional C&C member Truss designed to support 1-6-0 top chord outlooker span and design. cladding load not to exceed 5 PSF one face, and 24" span opposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c Provide lateral wind bracing per ITWBCG wind bracing details or per along top edge.DO NOT OVERCUT. No knots or other lumber defects engineer of record. 2X3 studs require reinforcement at 70% of the allowed within 12" of notches. Do not notch in overhang or heel panel . length tabulated for 2X4 studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Bottom chord checked for 10.00 psf non-concurrent bottom chord live bracing requirements. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. (S) Add 2x4 x 12-0-0 HF #2 scab to be attached to one face of top chord with 10d (0.128"X3.0") nails at 6" o.c. Top edge of scab should be 1.5" below the existing top edge of the top chord. 4X5(R) III 3X5s---- 3X5 T diii: 4 r4 (S) 3X5 1"411I 3X5JillI „`”iiipat....,,z, 5-4-15 41 Ihil ."147 italyg,..„, ,/111.'ili r///////////////////////////////////// •: - - V//////////////// A v 018-0-0 1 3X5(A1) = 3X5= 5X5= 3X7= 3X5= 3X5(A1) 1-6-0 1-6-0 5-1-0 5-1-0 5-1-0 5-1-0 5-1-0 5-1-0 7-7-8 7-7-8 7-7-8 7-7-8 15-3-0 15-3-0 EC 30-6-0 Over 2 Supports R=205 PLF U=7 PLF W=12-9-8 R=331 PLF U=11 PLF W=5-11-8 RL=5/-5 PLF Note: All Plates Are 1 .5X4 Except As Shown. cp PROp Design Crit: IRC2012/TPI-2007(STD) �,� leap PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.r<<`�4.,4617 %' OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 '•WARN INGI et READ AID roux ALL ens ON THIS DRAWINGI 825 N 4th Ave,Cornelius OR 97113 .*IMPORTANT., Fuw'sx THIS DRAWING To ALL CONTRACTORS INCLUDING 11E INSTALLERS. 4i0 e(i 88294pE 4 TC LL 25.0 PSF REF R7175- 2130 Trusses require extrema care In fabricating, handling, shipping, Installing and bracing.Refer to and follow te the latest edition of SCSI (Building Component Safety Information, by TPI and RICA)for safety practices prior / DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shell provide temporary bracing per SCSI. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachedrigBC DL 7.0 PSF DRW CAUSR7175 17338103 sectionsi83n,'g81 Locations assapplicaablhown for e. Apply plates rmanent ltoeachiface ont of webs Crosse 1andhpositionave ias shoes abovinstalled eandand sections etJoint Details. unless noted otherwise. Refer to drawings,SOA-Z for standard plate positions. 12/05/2017 ILP El N Alpine. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT e drawing, any failurego build the truss in conformance with ANSI/TPI ,, or for handling, shipping, /0 Al, 8 G TOT.LD. 42.0 PSF SEQN- 30407 AN Inv COMPANY installation rA t ation bracing of trusses.eaaconformance A a..l en this drawing Sr cover NM listing this drawing, IndlwW awapt.nee of professional engineering <, 1-1'14,2 O responsibility solely for w design sheen. The suitability and WO of this drawing for any,structure Is the '8'sell Tah'� OUR.FAC. 1 15 FROM BB 8351 Rovers Circle r sponslbl I Ity of the Building Nlealpner per ANSI/TPI 7 gee.z. Sacramento,CA 95828 For more Information see this Job•s general notas page and theae web sites: ALPINE:www.alpineitw.com: TPI:www.tpinst.org:wwICC: wRenewa18/80/20�8 rCA:w .abclndustry.cam; I :w .lccsafe.org SPACING 24.0" JREF- 1 W6H7 1 7 5Z1 3 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside 2885 A Roof Mas -- master master , OR - DG ) Top chord 2x4 DF-L 2400f-2.OE 3 COMPLETE TRUSSES REQUIRED I ` ' : Bot chord 2x6 DF-L 2400f-2.OE Webs 2x4 HF Std/Stud :W7 2x4 HF #2: Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Special loads Bot Chord: 2 Rows @ 3.00" o.c. (Each Row) (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 71 plf at 0.00 to 71 plf at 15.25 Repeat nailing as each layer is applied. Use equal spacing TC- From 71 plf at 15.25 to 71 plf at 30.50 between rows and stagger nails in each row to avoid splitting. BC- From 7 plf at 0.00 to 7 plf at 30.50 4" o.c. spacing of nails perpendicular and parallel to BC- 1403.86 lb Conc. Load at 2.06, 4.06 grain required in area over bearings greater than 4" BC- 1438.69 lb Conc. Load at 6.06, 8.06,10.06,12.06 14.06,16.06,18.06,20,06,22.06,24.06,26.06,28.06,30.06 120 mph wind, 20.87 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 Wind loads and reactions based on MWFRS. DL=4.2 psf. Deflection meets L/360 live and L/240 total load. Creep increase factor Calculated vertical deflection is 0.51" due to live load and 0.51" due for dead load is 1.50. to dead load at X = 18-10-9. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 5] W3X5 S 3.00 [ 7] W5X5 2.75 R 2.25 [ 8] W4X5 2.75 L 1.25 [10] W5X5 3.75 L 1.25 [18] W5X5 3.75 R 1.25 6X6(R1) [20] W4X5 2.75 R 1.25 [21] W5X5 [23] W3X5 2.75S L 2.253.00 5X5[10] ,46, 5X5[18] T 4X5[8]-s 4 ,op -' 4X5[20] 3X50 v 3X5 5-4-15 • 1111 - - _418-0-0 _L 4X1. B7R) = 3X5[5] N 5X5[7] = 5X7= 8X8(R) III 5X7= 5X5[21] = 3X5[23] N 4X16(8 R) s H0508 4-9-9 + 3-5-13 k 3-5-13 f-3-5-13 -3-5-13 S -3-5-13 -3-5-13 >FE 4-9-9I I- 15-3-0 ...I_ 15-3-0 J E 30-6-0 Over 2 Supports R=11338 U=572 W=5.5" R=12555 U=633 W=5.5" Design Crit: I RC2012/TPI-2007(STD) 1ED PROFF PLT TYP. 20 Gauge HS,Wave FT/RT=2%(0%)/4(0) 16.01 .'0, `ps'j OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357=-118 ••8 FURNISH• HISREAAND NG TO AU.cora DN nos INCLUDING I (� (` PEF� %jam TC LL 25.0 PSF REF R7175- 2131 825 N 4th Ave,Cornelius OR 97113 '.IIiDRTAMr'• FURNISH THIS OWNING T°ALL CONTRACTORS ItICIWtWW T'E INSTALLERS. my thenlaGat`eG tion oofrRCS,(Building�oona"ntt handling,tIformaation, installing WTCA)and rfornsafety practices`tel WIG / DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shell provide temporary bracing per SCSI. unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations show,for permanent lateral rear st of webs shall have bracing installed per De BC DL 7.0 PSF DRW CAUSR7175 17338104 A ILL0A1 N sections B3, El]or unless as applicable. Apply pieces restraint face1130 or cru and position as shown above and on 1 2��5�2017 the mint recalls,vof IT n tad atbe,wipo rifer to Inc.dralsha l not a forstandardplat.positions. ti BC LL 0.0 PSF CA-ENG BFR/RTT Alpine, .envision of ITN Building Comtruss in conformance Incshall not be'odor h n for any deviation from this OREGON drawing,any failure to build the truss m conrorae„ce arch ANSI/TPI 1, or for handling, shipping, AN ITwCOMRANY installation A bracing of trusses. 13 MSS O� C TOT,LD. 42.0 PSF SEQN- 30408 Ar..�ponsii bi this hy drawing yraa`t w design listing. n. thise auitabI Iity and of this drawing of°�any"al stru"'&ee1i0 is the le, LY 14.'100 $351 Rovana Circle r..pen.ibi I lay of U."11'ding Designer par MRt/TPt I S.a.2. $@��Tar t DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more Information sae this Jobs general notes page and these web sites: SPACING 24.0" JREF- 1W6H7175Z13 ALPINE:www.eipineltw.com; TPI:asw.tp,nst.org:MICA:ww.sbclndustry.cam; ICC:sve.iccsafe.org Renewal manna THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside 2885 A Roof Mas -- master master , OR - GGE ) 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 2x3 HF #2 DL=4.2 psf. Truss designed to support 1-6-0 top chord outlooker span and Wind loads and reactions based on MWFRS with additional C&C member cladding load not to exceed 5 PSF one face, and 24" span design. opposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c along top edge.D0 NOT OVERCUT. No knots or other lumber defects Provide lateral wind bracing per ITWBCG wind bracing details or per allowed within 12" of notches. Do not notch in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. JT PLATE LATERAL CHORD No SIZE SHIFT BITE Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, [16] W3X5 S 1.25 Ce=1.10, CAT II & Pf=21.17 psf. [17] W1.5X4 S 2.50 (S) Add 2x4 HF #2 scab to be attached to one face *** DO NOT TURN TRUSS END-FOR-END *** of top chord with 10d (0.128"X3.0") nails at 6" o.c. Top edge of scab should be 1.5" below the existing top edge of the top chord. 3X5[16] 4X5 (S) 2x4 x 6-0-0 �� '��votom.,,—401.,„,„, (S) 2x4 x 8-0-0 4 '/ ==��.� �� .►� \�e`\4�\\�1\\\\\,, 4 ��,.��.► \\��4 2-11-15 1111 % __ "MICE_ �, 9-0-0 3X5= •, 3X5('1) 2X4(A1) = 1.5X4[17] III 141-6-0 5-0-0 > c 11-0-0 1-6-0›.1 9-2-2 _I_ - 8-0-0 ,l_ 8-06-09-14 I_ 8-0-0 _I- 8-0-0 J FC 16-0-0 Over 3 Supports >1 R=563 W=3.5" R=645 U=2 W=5.5" R=845 W=5.5" RL=48/-48 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: I RC2012/TPI-2007(STD) foe°PROp4. PLT TYP. Wave FT/RT=2% 0% /4 0 16.01.'! `rd' ( ) ( ) ` G f /G OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357=-118 aaWARNIN iia•READ No FOLLOW ALL.IAds mi ails DRAWING! (p F TC LL 25.0 PSF REF R7175— 2132 _ 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT.* FURNISH THIS°""""°To ALL CBMIgACTBRS INCLUDING 11E INSTALLERS. (yu 83284PE R 9 Trusses require extreme care in fabricating. handling, shipping, installing and bracing. Refer to and follow / DL 1 0.0 PSF DATE 12/04/17 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior .F �- to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, ord ed al rigidhcceilinngg11 have Locations slshowntforhpermane.t lateral sheathing aint bottom ft webs shall haveshall have a bracinginstalledattacBChed BC DL 7.0 PSF DRW CAUSR7175 17338088 A n O N T ' sections Bel a7 or. Bio, as otother. Apply. plates drdraelsg face of truss and position to as ition above and on 12/05/2017 ItI ILI� jai Details.unless I noted nngaCompoRefer to Inc. hags,B.A_Z for standard plate positions. BC LL 0,0 PSF CA-ENG BFR/RTT Alpin,a division of ITN Building Components organ Imo. h AN not be responsible for any deviationppfrom this OREGON s drawing,any'sh are to build the truss in conformance slob ANSI,'TPI 1, or for handling, shipping, AN ITW CONIMNY installation A bracing of trusses. mp C TOT.LD. 42.0 PSF SEQN— 30409 A vel.n this drawing or sever page listing snip drawing. Iedle t...ea.Pt.w..f pr.fe..isn.i engineering ` SLY 14,1te r� responsibility of the Building design,.�.Ai151 .suitability and .t of teeing for structure �BeH Tan 8351 Rovana Circle ng � DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For mare information see this Job's general nets page and these web sites: SPACING 24.0" JREF— 1W6H7175Z13 a ALPINE:www.elpineltw.eom; TPI:www.tpi,mst.or9;WTCA,vww.sbeindustry.cam; ICC:ass.ictaafe.org Renewal� �� THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside 2885 A Roof Mas -- master master , OR - G ) 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=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 1 6X6 i 4 I 4 1- 2-11-15 __' = 0 1= \ l0 -0-0 i 1.5X4111 g �l 3X5(A1) = 3X5(A1) 141-6-al-Lc 5-0-0 J< 11-0-0 1-6-0A.J 8-0-03.1.c 8-0-0 8-0-0 i 8-0-0 Fc 16-0-0 Over 3 Supports >I R=707 U=5 W=3.5" R=765 U=2 W=5.5" RL=48/-48 R=186 W=5.5" Design Crit: IRC2012/TPI-2007(STD) QED PRo PLT TYP. Wave FT/RT=296(096)/4(0) 16.01.fit t�1'�SSi OR/-/1/-/-/R/- Scale ..375"/Ft. _ Truss Components of Oregon (503)357-1.118 FURNISH H REAHIS NO NG TO Au ONOTESNIRA a 5 IN LUDINGGI (� TC LL 25.0 PSF 825 N 4th Ave,Comelius OR 97113 "IAMr" p'g'"'AI TM'a DOMING TO ILL ugrxAeraas INCLUDING"DE 1xsrALLERB. la REF R7175- 2133 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow Ar the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior ata / DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. gdilhbk top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17338091 rigid ceiling. Locations shown for permanent lateral restraint of webs Shan have bracing installed per BC ,4�� Ts sections Si, B7 or 510, as applicable. Apply plates to each face of truss and position as shown above and on 12/05/20 1 7 O , . tiro Join[Details,unless noted 777-se. Refer to drawlrgs 180A-2 far at.Mrd place:olid:::. L J G BC LL 0.0 PSF CA-ENG BFR/RTT Alpin.. .tlivi elan of ITw Bul ldimg Cofpo,ronts Group Inc. shall t ha rasponslbls far any devla[l on from thlE OREGON drawing,any failure to bulla the truss in conformance with Ax51/TpI 1. or for handling, shipping, AN ITW COMR4NY instal lotion a bracing of trusses. (,1m. y C TOT.LD. 42.0 PSF SEQN- 30410 A sNl en this growing or prow page lifting this dressing, Initiates, sptenee of prefeeslensl engineering V '14r20 a to responsibility solely for the align shown. The suitability and use of this growing far any structure is the 8351 Rovana Circle °^•'•"'ti w the u ding Designer per MITI 1 a...:• 614' 8351 Tan DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 Far more information sae this ob•s general nates page and Chase web sites: SPACING 24.0" JREF- 1W6H7175Z13 e ALPINE: www.alpineicw.cam: TPI:www.cpinec.org:wrcn:www..beinaatry.dam: ICC:wwe.locsefe.org Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside 2885 A Roof Mas -- master master , OR - G1 ) 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=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5(R1) 4r- 2-11-15 0-6-2 MI a 1.5X4 III 3X5(B1) = 2X4(A1) L 4-5-8 >I< 11-0-0 >L1-6-05J Fc 7-5-8 + 8-0-0 7-5-8 I 8-0-0 1 15-5-8 Over 3 Supports >1 R=609 W=5.5" R=101 W=5.5" R=765 U=3 W=5.5" RL=40/-39 Design Crit: IRC2012/TPI-2007(STD) 0fcO PROFFS PLT TYP. Wave FT/RT=2% 0% /4 0 16.01 .P N eel 'le OR/-/1/-/-/R/- Scale =.375"/Ft. • Truss Components of Oregon (503)357-:.118 **WARN!NCI**MAD A10 FOLLOM ALL MOTES ON nous eIwINGI �' REF R7175- 2134 825 N 4th Ave,Cornelius OR 97113 •••••••••• MINIM THIS CwINi TO ILL p TRACTORS INCLUDING THE INg.RLEaa. �,, MiNI TC LL 25.0 PSF Trusses require extreme care In fabricating, handling,shipping. installing and bracing.Refer to and follow DL 1 0.0 PSF DATE 12/04/17 the latent edition of SCSI (Building Cleponent Safety Information. by TPI and MSC)for safety practice,prior to performing rheas functions.tlnntellstrechall Provide temporary bracing per SCSI. Unless pnotedroperly otherwise, top - chord shall have properly attached structural sheathing and bottom chord shall have a properly attaches :C DL 7.0 PSF DRW CAUSR7175 17338099 Te rigid ceiling.7 or 810, as epyliceble. Apply plarmanent essitu restraint face of truss a�dhposition as show.iaboove ed and onl 12/05/2017 the Joint Detail,,unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/PTT A�P0 N Alpine,a division of IMM Building Components Group Inc. ,hail not be responsible for any deviation from this OREGON r drawing,any failure to build the truss in conformance with ANSI/TPI 1. or for handling, shipping. AN RTW COMPANY instal lotions bracing of trusses. Amoral en tills droving M .M.sewer Mlisting rw ,hIndio/teemama, Indinstaaptanof�rn}baM aali«gna iarina �Y 14,20(P t� TOT.LD. 42.0 PSF_ SEAN- 30411 rwapenelbll ity solely Ter the design shown. for The suitability and use of this drawing r any st.untuthe rs IS 8351 RovanaCircle re peva"I l lh of the Building Dmaleasrnl ,a lar per lma.2. $ell •Tar'- DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information nee this Job's general n page and these web sites: s ALPINE:ewUma .alPaite.com:TPI:wee.tpiret.org;STCA:wee.sbcinduatry.eom; ICC:eew.lccfe.org Renewal 8/80/2018 SPACING 24.0" JREF- 1W6H7175Z13 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside 2885 A Roof Mas -- master master , OR - G2 ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x6 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 5X5 _ -----1 4 4 F--- 2-11-15 0.8.2 1 a T9-0-0 3X5(61) -m- 1 .5X4 III 3X5(A1) - L- X5(A1)L- 3-11-8 >l< 11-0-0 >I.c 1_6_0-1 6-11-8 8_0_0 6-11-8 I _ 8-0-0 J 14-11-8 Over 3 Supports R=548 U=1 R=136 W=5.5" R=733 U=4 W=5.5" RL=39/-38 Design Crit: IRC2012/TPI-2007(STD) 0 PROP . PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.' 0� c QY s"p OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-1,118 ...MAIMING!** MEAN AND Fate ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Cornelius OR 97113 '91pONTANTae FIINIISN THIS ORATING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. _ a TC 11—)1-1.. 25.0 PSF REF R7175- 2135 Trusses require extreme care In fabricating, handling,Information,shipti , Iyafallind and brforetyer to and,Prim /— 1 0.0 PSF DATE 1 2/04/1 7 the latest ell tier of�I (Bel ld i ng ricpmem:hasty pig. by TPI and STCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise. OlilhiN cop chord shall have properly attuned structural sheathing and bottom chord shall have a properly attachedBC DL 7.0 PSF DRW CAUSR7175 17338098 rigid ceiling. Locations sham for permanent lateral restraint of rebs shall have bracing Installed perrBC BCSI 12/05/20 I ■IT=O N sections B3. BT or B10unless as applicable. e. R plates to each race of crass and position as shown above and m G Tec Joint Details,sof IT natal otherwise.Compo. Aerer to drawshe,eno_I for spondardsibl plots any is. ti BC LL 0.0 PSF CA-ENG BFR/RTT Alpines. .division ur of ITR Building usiComponents Group Inc.Inn. shall not a Tor for for any deviation from this OREGON • drawing. any,ailuro co bulla cls Cross In cmfermance when ANSI/TPI T, or for handling, shipping, AN ITW COMPANY Instal lotion a bracing of trusses. hp d+ t TOT.LD. 42.0 PSF SEQN— 30412 A.tui on this drawing Sr Nor page listing this droving, iMlset woptelge of prof wleM1 engineering 4 lY 14,Z� iia _ _ rm.pensibillty solely for the design sheen. The suitability and N.of this drawing for any structure is the See!! • Tar DUR.FAC. 1.15 FROM BB 8351 Rovana Circle respanaiail ley of the Building Designer per ANSI/PI 1 See.E. Sacramento,CA 9582$ Far more information see this Job's general notes page shay h. web area: g Panama 130/2018 SPACING 24.0" JREF- 1W6H7175Z13 ALPINE:wrw.alpuneite.cm; TPI: e.tpinwt.org; PTCA:www.sbclnduscr ICC: .iccsafe.or THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside 2885 A Roof Mas -- master master , OR - G3 ) 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=4.2 psf. Left end vertical not exposed to wind pressure. 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. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 3] W1.5X4 S 2.25 6X6(R1) 4r- 3X5(R) % 4 / 0 2-5-15 2-11-15 / +9-0-0 1.5X4[3] III 3X5 2X4(A1) L_1-6-0-->i —1-6-0 8_0_0 L. 1-6-0 J. 8-0-0 J l< 9-6-0 Over 2 Supports R=395 R=562 W=5.5" RL=-44 Design Crit: I RC2012/TPI-2007(STD) F,��O PROFS PLT TYP. Wave FT/RT=276(0%)/4(0) 16.01.'. 0 d soy FF S'/ OR/-/1/-/-/R/- Scale =.5"/Ft. _ Truss Components of Oregon (503)3572:.118 "WARNINGI•'READ Allo FOLLOW ALL NOTES ON THIS DNAIINGI g3294PE A 7' REF R7175- 2136 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING 1112 INSTALLERS. St* �/ a� TC LL 25.0 PSF Trusses require extreme SCS cera In fabricating, SfetyI handling. oM1ation, installing d am bracing. Refer to am follow DL 10.0 PSF DATE 12/04/17 the T lases,edition or emeI (Building Infa Coapting,hardly Information, by TPI end andl1)for safety practices ollor to performing these functions. Installers shall provide temporary bracingnoted — der all Unless otherwise, top chord shall have proionserlysho attached smanentu lateral sheathing r ant bottom chordshshall have a properly insl dtperbBU BC DL 7.0 PSF DRW CAUSR7175 17338097 rigid ceiling. Locations show.for permanent lateral reacrein[of webs shall have bracing installed per BCsI A LIP 1 `11 N E thctlons 63, 67 or BlO, as applicable. Apply plates to sect face or truss and position as shown above and on 12/05/20 1/ Ilul�I' , s. Al gel, Details, unless noted Otherwise. Refer to Inc. shangsll no_Z far resndardponsible plate any deviation BC LL 0.0 PSF CA-ENG BFR/BTT Alpine, .division of ITR Building truss con Group Inc. shall ,wt b1 for for hag for any depinfrom cM1ls OREGON d drawing, any failure to build the[rasa In conformance with ANSI/TPI 1, or for handling. shipping, .E� AN ITW COMPANY instal nation a bracing of trusses. 0 'lily d► TOT.LD. 42.0 PSF SEAN- 30413 A pal an this drying or ewer page listing this droning, Inmost**aaaapt.noe of RrofNRlan.l engineering LY 14,ZG �0 responsibi I Ity solely for the design slmni. The**Itabl Ilty and use of this dreslly for any structure Is Si,. • 8ei1 Tan DUB.FAC. 1.15 FROM BB 8351 Rovana Circle — responsibility of the Building Designer par ANSI/MPI 1 S**.A. Sacramento,CA 95828 Far more information this Job's general notes songe eros,the..web Msites, g Renewal 61130/2018 SPACING 24.0" JREF- 1W6H7175Z13 e ALPINE:wwa.eiplitw.can;TPI: w .tpinat.org:ViTCA:amm.sbcindustry.can; ICC: .iccsafe.or THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside 2885 A Roof Mas -- master master , OR - CGE ) Top chord 2x4 HF #2 120 mph wind, 19.13 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Wind loads and reactions based on MWFRS with additional C&C member bracing requirements. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Provide lateral wind bracing per ITWBCG wind bracing details or per applied per IRC-12 section 301.5. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed to support 1-6-0 top chord outlooker span and cladding load not to exceed 5 PSF one face, and 24" span opposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c along top edge.DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. 4X5= 4 41— 4 4 a Ea n Q 2-5-4 0 C 0 0 4008-0-0 / 2X4(A1) = 2X4(A1) m 1-6-0-a-I L-1-6-0-5J L 6-4-0 _I_ 6-4-0 -] 12-8-0 Over Continuous Support >1 R=158 PLF U=5 PLF W=12-8-0 RL=3/-3 PLF Note: All Plates Are 1 .5X4 Except As Shown. EO PROg Design Crit: IRC2012/TPI-2007(STD) FS PLT TYP. Wave FT/RT=2% 0% /4 0 16.01.7..1,$Pd t "9: OR/-/1/-/-/R/- Scale =.5"/Ft. Tnrss Components of Oregon (503)357-..118 **MIMING!"NEAo AIA!Foca ALL IITEs a THIS°NANINGI REF R7175— 2137 825 N 4th Ave,Cornelius OR 97113 eeIMgRTANre MINIM THIS°RAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, 9 TC LL 25.0 PSF Trusses require extreme care In fabricating,handling, shipping, Installing and bracing.Refer to and follow Ce _ the latest edition of SCSI (Building Component Safety Information, by TPI and ARCA)for safety practices prior ` -- DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, - top chord Shall have properly attached structural sheathing and bottom chard shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17338102 rigid ceiling. Locations mown for permanent lateral Int of webs shell nava bracing Installed per SCSI I ,4 n _ sections e3, 07ai or 010. as applicable. Apply plates to each face of truss and position as shown above and on 12/05/2017 IILrU_J the Joint Details,unless noted otherwise. Refer to drawing.1130A-Z for standard plate positions. Alpine, a division of ITN Building Components Group Inc. mall not b.responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG BFR/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1. or for handling, shipping, m AN ITWCOMRaNY Installation A bracing of trusses. TOT.LD. 42.0 PSF SEQN- 30414 A this drawing or aever page listing Chi.*rain,. Indicates acceptance.f prefwalanal engineering �+- w0Y 14,20 ,t0 0 responsibility.elahy for the design shown. The suitability Secy and use of eels droning r an7 structure I.w Y8•e II Tan CUR.FAC. 1.15 FROM BB 8351 RovanaCrcle responsibility K the Building Designer per AMSI/TPl 1 ses.2. Sacramento,CA 95828 For more information...dila,obis general net.s page and tuxse web sites: SPACING 24.0" J REF- 1 W6H7 1 7 5Z 1 3 w ALPINE: www.alpineltw.ou,; TPI:www.tpinnt.org:''RCA,www..bcindustry.toa; ICC:www.lcc.afe.org Renewal 0/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BV TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside 2885 A Roof Mas -- master master OR - FGE ) 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 2x3 HF #2 DL=4.2 psf. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Wind loads and reactions based on MWFRS with additional C&C member bracing requirements. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Provide lateral wind bracing per ITWBCG wind bracing details or per applied per IRC-12 section 301.5. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed to support 1-6-0 top chord outlooker span and cladding load not to exceed 5 PSF one face, and 24" span opposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c along top edge.DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. 4X5= ma 4r-- I 4 P M 2 -1-15 MI 11 D I ■ ■ I 05 49-0-0 i / 2X4(A1) = 2X4(A1) L1-6-0--›.1 Le--1-6-0--,,.1 5-6-0 I 5-6-0 1< 11-0-0 Over Continuous Support >1 R=161 PLF U=0 PLF W=11-0-0 RL=3/-3 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: I RC2012/TPI-2007(STD) ��((��QO PROFF0, PLT TYP. Wave FT/RT=2% 0% /4 0 16.01 .r<<,c��f� c=a�'�''I�n S'/� OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 '*WARN INGIaa aero AND FOLLOW ALL IA)TES ON THIS DRAWINa1 825 N 4th Ave,Cornelius OR 97113 ..11FORTANTef FURNISH This Da?Nile TO ALL=TRACTORS INCLUDING TIE INSTALLERS, 9 TC LL 25.0 PSF REF R7175— 2138 Trusses require extreme care in fabricating, handling, shipping. Installing and bracing.Refer to and fellow re - DL 10.0 PSF DATE 12/04/17 the latest edition of BCSI (Building Component Safety Information, by TPI and NfCA)for safety practices prior co performing these functions. installers shall provldg temporary bracing per SCSI. Unless noted otherwise. top Chord shall have properly.[tached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral train BC DL 7.0 PSF of webs shall have bracing installed per SCSI DRW CAUSR7175 17338090 eons 83. BT or 810, as applicable. Apply plates to each face or trussand position as shown above and on 12/05/2017 tandard plate positions. BC LL 0.0 PSF CA-ENG BFR/RTT ,4 LIP Joint Details, unless noted otherwise. Refer to drawings 1SOA_Z for��N Alpine, a division of ITS Building Components Group Inc. shall t be responsible for any deviation from this OREGON v drawing, any failure to build the truss in confermence with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation&bracing or trusses. 13 .00 lib tem TOT.LD. 42.0 PSF SEQN- 30417 iltl A seal en this drawing or ewer page listing this drawing, Indicates acceptance or prereesiensl engineering LP 14,20 responsibility solely for the design Morn. The wlteband use or this drwing for any structure is the suitability 8351 Rovana Circle responsibility er the Building Desivnr par ANSI/TPI 1 Sec.2. 8-ell Tan DUR.FAC. 1.15 FROM BB Sacramento, these CA 95828 For more information see this Job's general notes page and wee sites: p ALPINE:w .alpineitw.eon: TPI:cwe.epinst.org:WTCA:www.sbeindustry.com: ICC:ww.iccsafe.org Renewal 8!30/2018 SPACING 24.0" J REF- 1 W6H7 1 75Z 1 3 wv THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside 2885 A Roof Mas -- master master , OR - HGE ) 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 2x3 HF #2 DL=4.2 psf. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Wind loads and reactions based on MWFRS with additional C&C member bracing requirements. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Provide lateral wind bracing per ITWBCG wind bracing details or per applied per IRC-12 section 301.5. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss designed to support 1-6-0 top chord outlooker span and cladding load not to exceed 5 PSF one face, and 24" span opposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c along top edge.DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. 4X5= --1 4 4F--- IM 1 1-3-15 mil irem -0-0 4 / r 2X4(A1) = 2X4(A1) 1.5X4 III L--1-6-0--)-1 Lc--1-6-0—>-1 L. 3-0-0 —I_ 3-0-0 _1 1.‹----6-0-0 Over Continuous Support —> R=186 PLF U=1 PLF W=6-0-0 RL=4/-4 PLF Design Crit: IRC2012/TPI-2007(STD) CEO PROs PLT TYP. Wave FT/RT=2% 0% /4 0 16.01.,<<,r S'/ � _ OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-1.118 "WARNING!"READ ATN)FOLLOW ALL NOTES ON THIS DRAWING' 4j 'Q TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 waIIPORTANrwe SWINISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. (y 88294PElil REF R7175- 2139 Trusses rewire extreme care in fabricating, handling. shipping. Installing and bracing.Refer to and follow DATE 12/04/17 the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA)for safety practice,prior / DL 10.0 PSF 1• to performing thane functions.t Installers shall provide temporary bracing per SCSI. Unless noted otherwise. tap chord.hall have properly attached structural sheathing and bottom chord.hell have a properly attached BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI DRW CAUSR7175 17338105 ,4�� sections 83, aT sr, unl as applicable. Apply. Refer flrtto dr wing r1ce fo" and rdspl to po shown aboew and o 1 2/05/20 1 7 p Cha iJn , Bdivii., vole..notedBuil oingeo. Gr dcshangsll forstandardAfore any paeviati BC LL 0.0 PSF CA-ENG BFR/PTT Alpin., a division ITN bu Bmlldl g truss Components grump Inc.I . �t be responsibleotforhan for dpping.on from this OREGON w drawing, any failure to build the in conforaence with ANSI/TPI 1,or handling, shipping, AN ITW COMPANY instal installation a bracing of trusses. 1044Y14,261° C TOT.LD. 42.0 PSF SEN- 30418 A seal en this drawing er ower Sqe listing this drawing, Instates monotone*of professional engineering _ Q responsibility solely for the design Isuitability one use of this drawing for.m'structure I.w �18 DUR.FAC. 1.1 5 8351 Rovana Circle r«pea.Isi I I the Building Owl sell Tan FROM BB Sacramento,CA 95828 For more information sae this Jobs general notes page and these web sites: SPACING 24.0" JREF- 1W6H7175Z13 c ALPINE:www.alpinaltw.comi TPI:ww.tplMt.org:NTCA:eew.sbcindustry.nom: ICC:www.iccsafe.org Renewal 8/80/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside 2885 A Roof Mas -- master master , OR - HG ) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 71 plf at 0.00 to 71 plf at 3.00 TC- From 71 plf at 3.00 to 71 plf at 6.00 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 7 plf at 0.00 to 7 plf at 6.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- 170.34 lb Conc. Load at 2.06, 4.06 DL=4.2 psf. Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5 41--- ---i4 — 1 1-3-15 9-0-0 V 1.5X4111 2X4(A1) = 2X4(A1) 3-0-0 3-0-0 L 3-0-0 3-0-0 J Ec 6-0-0 Over 2 Supports >1 R=401 U=6 W=5.5" R=408 U=6 W=5.5" Design Crit: IRC2012/TPI-2007(STD) Ike°PRoi . PLT TYP. Wave FT/RT=2% 0% /4 0 16.01.f,,,wIz , `47 OR/-/1/-/-/R/- Scale =.5"/Ft. Inks Components of Oregon (503)357-2118 eeWARNING1ee READ Ale FOUR/ALL NOTES ON THIS oRMINGI REF 87175- 2140 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT** TALL 11i0NTANT•• FURNISH 's DIMING TO ALL CONTRACTORS INCLUDING THE INSBK. TC LL 25.0 PSF Trusses require extreme care in fabricating, handling, shipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices priorelre. MNIM DL10.0 PSF DATE 12/04/17 to performing Nese functions. Installers shall provide tsporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attaches BC DL 7.0 PSF DRW CAUSR7175 17338092 rigid ceiling. Locations shown for permanent lateral Int of webs shall have bracing Installed per BCS sections B3. B7 or BIU, as applicable. Apply plates eo each face of truss and posit!::as shown above and on 12/05/2017 fl �p)�^ I mint Bdivi la,unless nates angeC 1po Refer to shall not far stand.rd plate any deviation BC LL 0.0 PSF CA-ENG BFR/RTI A II ' �! Alpin.,a division of I,.Building Components to Rreup Inc.Ino. shell at b.responsible far.ny d.i.tian from this OREGON drawing,any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, r AN IT �/) WC.OMPANY installation a orating of trusses. dG TOT.LD. 42.0 PSF SEQN- 30419 A adrawing er ewer gam listing thin Wowing, indite/teewwx ptese of prefalen.l engineering 6 4141'14,2e 0 and use of this drawing for any structure Is the responsibility solely for the design sho.n. The suitability 8351Rovana Cycle responsibility of the wildlyDesiNISI/TIN 1 sOIglrr per ANsl .o.=. � Th *ell � � DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this Job's general nates page and these web sites: SPACING 24.0" JREF- 1W6H7175Z13 It ALPINE:aww.alpineltw.com; TPI:esw.tpinst.org:WICA:aaw.shcindustry.com; ICC:www.lecsafe.org Renewal 8/30/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside 2885 A Roof Mas -- master master , OR - IGE ) 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 2x3 HF #2 DL=4.2 psf. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind Wind loads and reactions based on MWFRS with additional C&C member bracing requirements. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Provide lateral wind bracing per ITWBCG wind bracing details or per applied per IRC-12 section 301.5. engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. Truss designed to support 1-6-0 top chord outlooker span and cladding load not to exceed 5 PSF one face, and 24" span Deflection meets L/360 live and L/240 total load. Creep increase opposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c factor for dead load is 1.50. along top edge.DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. 1.5X4 III 1.5X4 III 4 (— 1 , 1 1-7-15 ■ ■ 0-4-7 i ■ ■ ol 400-0-0 2X4(A1) = 1.5X4 III 1 .5X4 III 3-10-8 Over Continuous Support' R=127 PLF W=3-10-8 RL=5 PLF Design Crit: I RC2012/TPI-2007(STD) It(c°PROP PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.r, r I ,'�j'f'i1,� S'/ OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503 357-2118 a�MARNINGIm•READ AND FOLLOW ALL NOTES OW THIS DRAWING, 825 N 4th Ave,Cornelius OR 9713 "" T'"rt'• F"""""THIS DRAWING TO ALL CONTRACTORS INCLUDING TME INSTALLERS. TC LL 25.0 PSF REF R7175- 2141 Trusses require extreme care In fabricating,handling, shipping. Installing and bracing.Refer to and followthe latest erlicion of BCSI (Building Component Safety Information, by TPI and WTCA)for safety practices prior AIMNINi : DL 10.0 PSF DATE 12/04/17 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. 141164, top chord shall have properly attached structural sheathing ane bottom chord shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17338087 rigid calling. Locations shown for permanent lateral restraint o£webs shell have bracing Installed per BCS C 1�UO sections B3, B1 or B10, as applicable. Apply plates to each face of truss and position as shown above and on 12/05/20 17 JO rJ the Joint Details,unless noted otherwise. Refer to drwings 18OA-Z for standard plate positions. BC LL 0.0 PSF CA-ENG BFR/RTT I Alpine, a division of 11W Building Compo en s Group Inc. shall ret be responsible for any deviation from this OREGON �. drawing,any failure to build the[muss In conformance with ANSI/TVI 1, or for handling. shipping, sI� ® TOT.LD. 42.0 PSF SEQN- 30420 AN 1TW C.OMR4NV installation,any 8 bracing t of trusses. g r�.- A..sl.n phis drawing or ewer p.g.listing this drawing. indicates saa.ptYWe of prsf..sl.nsi engineering r� vLY 14,20� rempene the 8351 Rovana Circle rwpen.IClllc�a. `en:Building design shown. per Ax lsuitability Ipl S.e i and 11"of this drawing for any structure Is the �$��Ta '!' DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information nae this Jobs general notes page and these web sites: Renewal 6/30/2018 SPACING 24.0" JREF- 1W6H7175Z13 I ALPINE:ww.alpineltw.eom: TPI:wmmw.tpinst.org:WTCA:ww.sbcindustry.eom: ICC:www.lcesafe.org THIS UNG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside 2885 A Roof Mas -- master master , OR - I ) 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=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 III 4 1 1 1-7-15 0-4-7 1_ 5 J 40_ -0-0 2X4(A1) = 1 .5X4 III 3-8-12 %n2 1.4e3 Over 2 Supports e R=170 R=159 U=3 RL=21 Design Crit: I RC2012/TPI-2007(STD) 10)PROF4.6. PLT TYP. Wave FT/RT=2% 0% /4 0 16.01.! Ie„a/l i,:/tib, S'/ OR/—/1/—/—/R/— Scale =.5"/Ft. Truss Components of Oregon (503 357-2118 a'MIARNIN6t et READ ANO FOLIAR ALL NOTES ON THIS[WARM 825 N 4th Ave,Comelius OR 9713 meIIFORMNTem MAINISN TNIs DIVINING To ALL CONTRACTORS INCLUDING TIE MCALLEN. earAMIlit TC LL 25.0 PSF REF R7175— 2142 Trusses rewire extreme care in fabricating, handling, snipping, installing and bracing.Refer to and fallow DL 1 0.0 PSF DATE 12/04/17 the latest edition of BCSI (Building component safety Information, by TPI and NTCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCBI. Unless noted otherwise. top chore shell have properly attached permanent lateral restraint of webs shall have bracing tamed structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations showninstalled per BCS BC DL 7.0 PSF ,� sections B3. 87 or 810, as applicable. Apply plates to each face of truss and position as shown above and on DRW CAUSR7175 17338086 the Joint Details,unless noted otherwise. Refer to drawings 160A_I for standard plate positions. 12/05/2017 BC LL 0.0 PSF CA—ENG BFR/RTT L�,�N L� Alpine,a division of ITN Building components Drove Inc. shall not be responsible for any deviation from this OREGON drawing, any failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping. C TOT.LD. 42.0 PSF SEQN— 30421 AN ITW C.OMMNY Instal Intl on A bracing or trusses. A Nal on this adoring oP esyar FaNa listing this ermine. IMIaAew Naaa►tanaa N AfNTaaalal ml engineering 4 SLY 14,20. �® reeponarm.Aall.isiiiq w dei»Tor II Building Designer Alslrnitabls:e i and ii"of this drawing tor any structure Is tits $$e„Tai OUR.FAC. 1.15 FROM BB 8351 Roma Circle _ Sacramento,CA 95828 For more information see this Jabs general,metes page and these web sites: SPACING 24.0" JREF— 1W6H7175Z13 ALPINE:exm.alpineltw.com; TPI:www.tpinst.org:RTCA:wew.sbcindustry.com; ICC:www.iccsafe.org Renewal 6/3012018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside 2885 A Roof Mas -- master master , OR - J ) 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=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 HI 4 F— 1 1-7-15 ■ ■J 9-0-0 li 1 .5X410 2X4(A1) 1-*-1-6-0- 3-10-4 %n2 4-0-0 Over 2 Supports - R=316 U=1 W=5.5" RL=30 R=137 U=1 Design Crit: IRC2012/TPI-2007(STD) Ito'PR0pk- PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01 .►�;, . _ S'/ OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503) AI 357=-118 ••WARNINGI*•REAR Dmum ALL NOTES ONTIM DIMING! TC LL 25.0 PSF REF R7175- 2143 825 N 4 Ave,Comelius OR 97113 "Ir T RAMIRI THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses rewire extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow DL 10.0 PSF DATE 12/04/17 the latest edition of BCSI (Building Component Safety Information, by TPI and RTCA) for safety practices prior /' to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted numerals., tap`hard shall have properly attached structural sheathing end bottom`hard shall have a properly attached BC DL 7.0 PSF DRW CAUSR7175 17338089 rigid calling. Locations awl n shfor permanent lateral Int of mobs shall have bracing installed per BCS ^ 1 N thesecJoin Ba. ai or unlB10ess as noted other Apply plates to each rata of for and rd plate as anion above and an 1 2/05/2017 II—ILf—, the Joint Details, hof IT noted otherwise. Refer to drawings,Bno_Z a responsibl plots any deviation BC LL 0.0 PSF CA-ENG BFR/RTT s. Alpin., a divide`of ITN build thBuilding truss in con omen Inc,with nota responsible hal ran any dppiatlon from this OREGON drawing, any failure co bulla thetr wa in no der..ce warn ANSI/TPI ,, or far handling, shipping. 0= TOT.LD. 42.0 PSF SEAN- 30422 AN RTW COMPANY instal let ion a lancing or trusses. A Noel stn ells drawing or professional pegs listing this drawing, ,nd,..tos.sa.pt.ne.or professio ,engineering &.. LY 14,20 _ re.p.nslbi lity solely deoW ly ler the sign sheen. The iwi I Sty and use er this emoting for any structure is the 8351 Rovana Circle r-.Ru.Ibiilty.f the&aiding Desi--r per AI5ltI,1 T,w'=. •ell Tan DUR.FAC.1 .15 FROM BB Sacramento,CA 95828 For more Information see this Job's general n t s page and these web sites: SPACING 24.0" JREF— 1W6H7175Z13 r ALPINE:ww.alpinoltw.cam; TPI:www.tpin.t.org;•TCA:ww.sbcindustry.cow; ICC:wnw.lCesefe.org Renewal 6/21W2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 1115027--PARR FOREST GROVE -Riverside 2885 A Roof Mas -- master master , OR - K ) 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=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind loads and reactions based on MWFRS with additional C&C member load applied per IRC-12 section 301.5. design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1 .5X4 III ate— i –mddi0-11-15 ' 1.5X4 III 2X4(A1) Le-1-6-0-- 'm-1-10-4—1z 2-i 0 Over2 Supports R=32 U=4 R=259 U=15 W=5.5" Design Crit: IRC2012/TPI-2007(STD) QED PROP. at PLT TYP. Wave FT/RT=2% 0% /4 0 16.01 .y g _womilp 4) OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-A18 "WARNINGI•• READ""&FOLLOW ALL NOTES a THIS DRAWING! 88294PE ,Q REF R7175- 2144 825 N 4th Ave,Cornelius OR 97113 w•IIPORTARr" FURNISH THIS awING TO ALL CONTRACTORS INeunING TIE INSTALLERS. TC LL 25.0 PSFTrusses require a Crewe care In fabricating. hanMllrng, shlppirg, I,.talling enW bracing. R.PBp ta a" fellwla DL 10.0 PSF DATE 12/04/17 the latest edition of BCSI (Building Component Safety Information, by TPI and NTCS) for safety practices prior et, to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs Shan have bracing installed per BC BC DL 7.0 PSF DRW CAUSR7175 17338101 ,4��0 o sections 83, 67 or as applicable. Apply plates to each of truss and position as shown above and an 12/05/2017 Cha Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plata positions. BC LL 0.0 PSF CA-ENG BFR/RTT I , Alpine. a division of ITR Building Components Group Inc. shall not be responsible far any deviation from this OREGON drawing, any failure to bund Om tru=e In nonfarw„te with ANSI/TPI ,, or Or handling, shipping, r TOT.LD. 42.0 PSF SEAN— 30423 AN ITW rAMR4NY installation a bracing or trusses. ya- y A seal en this bwing Sr cover pegs listing this drawing. Indiaebe cooper.e of pref.colsl.l engineering 4 vLY 14,204/_ repsn.ibllity solely Ter the design sawn. The suitability and taw of this erasing Ter.'w structure Is the �8e11 Tan �� DUR.FAC. 1.15 FROM BB 8351 ROvona Circle responsibility of the Building Designer per NSI/rPI 1 See.G. 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