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Plans (382) yyl s-r 2o16 00 365 legs sw 11 c,. Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1VU47175Z1515163816 Truss Fabricator: Truss Conponents of Oregon Job Identification: 0916095--JT ROTH CONSTRUCTION -Medallion Ides lot 10 -- VERIFY TIGARD, OR Model Code: IRC Truss Criteria: I RC2012/TPI-2007(STD) eo)PROFF Engineering Software: Alpine proprietary truss analysis software. Version 16.01. A��(. 41,s, Truss Design Loads: Roof - 42 PSF B 1.15 Duration Oso ao 1 N F. /6 Floor - N/A 1 83294PE 9 Wind - 120 MPH (ASCE 7-10-Closed) ,,, Notes: 1. Determination as to the suitability of these truss conponents for the OREGON structure is the responsibility of the building designer/engineer of /5 `�LY14,2O 0 record, as defined in ANSI/TPI 1. ss6allll Tani 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR7175 Rt -,P .-,':.-i 2018 Details: BRCLBSUB-12015EC1-GBLLETIN-GABRST10-12030EC1-HIPFRAME- Submitted by RTT 16:36:48 09-15-2016 Reviewer: RTT $ $ # Ref Description Drawing# Date # Ref Description Drawing# Date 1 28989--MG 16259164 09/15/16 39 29027--C1 16259201 09/15/16 2 28990-4 16259165 09/15/16 40 29028--C2 16259202 09/15/16 3 28991--M1 16259166 09/15/16 41 29029--C3 16259203 09/15/16 4 28992--12 16259167 09/15/16 42 29030--B 16259204 09/15/16 5 28993--M3 16259168 09/15/16 43 29031--B1 16259205 09/15/16 6 28994--M4 16259169 09/15/16 44 29032--B2 16259206 09/15/16 7 28995--M5 16259170 09/15/16 45 29033--B3 16259207 09/15/16 8 28996--N6 16259171 09/15/16 46 29034--B4 16259208 09/15/16 9 28997--M7 16259172 09/15/16 47 29035-45 16259209 09/15/16 10 28998-48 16259173 09/15/16 48 29036--B6 16259210 09/15/16 11 28999--19 16259174 09/15/16 49 29037--EGE 16259211 09/15/16 12 29000--N10 16259175 09/15/16 50 29038--E 16259212 09/15/16 13 29001--N11 16259176 09/15/16 51 29039--G 16259213 09/15/16 14 29002--FG 16259177 09/15/16 52 29040--D 16259214 09/15/16 15 29003--F 16259178 09/15/16 53 29041--A 16259215 09/15/16 16 29004--F1 16259179 09/15/16 54 29042--A1 16259216 09/15/16 17 29005--F2 16259180 09/15/16 55 29043-42 16259217 09/15/16 18 29006--F3 16259181 09/15/16 56 29044--FT3 16259218 09/15/16 19 29007--F4 16259182 09/15/16 57 29045--FT1 16259219 09/15/16 20 29008--IGE 16259183 09/15/16 58 29046--FT2 16259220 09/15/16 21 29009--I 16259184 09/15/16 22 29010--11 16259185 09/15/16 23 29011--12 16259186 09/15/16 24 29012--KGE 16259187 09/15/16 25 29013--K 16259188 09/15/16 26 29014--K1 16259189 09/15/16 27 29015--K2 16259190 09/15/16 28 29016--NG 16259221 09/15/16 29 29017--PG 16259191 09/15/16 30 29018--HGE 16259192 09/15/16 31 29019--LGE 16259193 09/15/16 32 29020-4 16259194 09/15/16 33 29021--OG 16259195 09/15/16 34 29022--0 16259196 09/15/16 35 29023--00A 16259197 09/15/16 36 29024--J 16259198 09/15/16 37 29025--CGE 16259199 09/15/16 38 29026--C 16259200 09/15/16 (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - MG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, Top chord 2x4 HF #2 Bot chord 2x6 HF #2 2 COMPLETE TRUSSES REQUIRED 1 < , Webs 2x4 HF Std/Stud :W4, W6, W8 2x4 HF #2: Nall Schedule:0.120"x3", min. nails Special loads Top Chord: 1 Row 012.00" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Bot Chord: 1 Row 6.50" o.c. TC- From 38 plf at 0.00 to 38 plf at 6.96 Webs 1 Row 4" o.c. Use equal spacing between rows and stagger nails TC- From 37 plf at 6.96 to 37 plf at 26.67 TC- From 75 plf at 26.67 to 75 plf at 35.94 n each row to avoid splitting. 4" o.c. spacing of nails perpendicular and parallel to BC- From 7 plf at 0.00 to 7 plf at 34.60 grain required in area over bearings greater than 4" BC- From 5 plf at 34.60 to 5 plf at 35.94 TC- 417.83 lb Conc. Load at 26.71 120 mph wind, 21.05 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 335.48 lb Conc. Load at 1.02, 3.02, 5.02, 7.02 anywhere in roof, RISK CAT II, EXP B, wind TC OL=6.0 psf, wind BC DL=4.2 9.02,11.02,13.02,15.02,16.60,18.60,20.60,22.60,24.60 26.60 psf. BC- 121,38 lb Conc. Load at 28.60 BC- 115.82 lb Conc. Load at 30.60 Wind loads and reactions based on MWFRS. BC- 111,54 lb Conc. Load at 32.60 In lieu of structural panels use purlins to brace all flat TC 0 24" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor JT PLATE LATERAL CHORD for dead load is 1.50. No SIZE SHIFT BITE [ 3] W3X5 S 3.25 [[ 4] W5X5 S 1.75 W3X5 2.25 R 1.50 [14] W3X10 3.75 R 1.75 5X5= 3X5= 1.5X4 III 5X5= E 7- 1 1.5X4 Gi )77 \S\ W6 = W.5X7(R) 6-4-1-I 9 1-1-7 i _Le _ 0-4-10 18-2-4 3X5[3] III 5X5[4]= 3X5[8]= 5X5= =3X10[14] 3X5= T 3X10(63) I_ 11 4-0� I` 6_11_g '�` 6_6_4 zl< 6_8_0 -..:-_I< 6-6-4 1_ 4-1-13 6-6-4 7-11-4 ((I_ 6-11-8 ,I_ 19-8-8 J,„ 7-11-4 J f 34-7-4 Over 2 Supports ;1 R=3741 U=461 R=3667 U=453 W=5.5" Design Crit: IRC2012/TPI-2007(STD) R' PROpq' PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.te u 4% ••WARNING!" S' • OR/-/1/-/-/R/- Scale =.225"/Ft. Truss Components of Oregon 503)357-2118 w READ AND FOLLOW ALL NOTES ON THIS DRAWING!825 N 4th Ave,Comelms OR 97113 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE Trusses require extreme care In fabricating, handling shipping Installing and bracing. Refer to and followtfir . _ the latest edition of SCSI (Building Component Safety Information, by TPI and RTCA) for safety practices prior R7 lla to performing these functions. Installers shall provide temporary bracing per SCSI. Unless ted otherwise, 4/ TC LL 25 0 PSF REF 175 28989 _ attached structural as a n a noted a ""� DL 10.0 PSF DATE 09/15/16 ,011664 top chord shell have properly a nclred s uctural shea[M1ing and bottom chord shall have a proper) attached rigid ceiling. Locationsshown far permanent lateral restraint of webs shell have bracing Installed per SiBCBC DL 7.0 0 PS F Ar O`� t; sections 03, 07 or 8110, as applicable. Apply plat to each faceof truss position as shown above and on DRW CADSR7175 16259164 ifl`-_IL J I the Joint Detells, less n d o herwlse. Rafar tlrewing�16oA-Z rr antlers plata positions. q� i Alpine, a tlivlslon of ITW Bulltling Cempononts Greup Ina. ahnl,n t ba reepnnelbla far any devlatlnn from this UUIRJ BC LL 0.0 PSF CA-ENG RTT/RTT dyawing, any failure to build the truss In conformance with ANSI/TPI 1. or for handling. shipping, AN ITWCOMPANY Installation A bracing of trusses, 11tl,� ��, 000. TOT.LD. 42.0 PSF . Ae.iis drawing or cover page listingathis rawwing, IMl1c.G..boept.ne.of profeosion.l engineering 14 2 SEAN- 68309 responsibility solelyfor the design suitability and use of this drawing for anyFROM r 8351 Rovana Circle responsibility of t1»Building Designer per ANSI/TPI ,S.p,2. structure I.tri. gem Ta" DUR,FAC. 1.15 FROM BB Sacramento,CA 95828 For more Information a this Job's general notes page and these web sites: ~`a ALPINE:xww.alpinoltw.com: TPL:www.tpinst.org: OTCA: www.sbcindustry,com; ICC:waw.iccsafe.ort Renewal 6/30/2018 SPACING 24.0" J REF- 1 VU47 1 75Z1 5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - M) Top chord 2x4 HF #2 120 mph wind, 21.80 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 #2 :W1, W2, W3, W10 2x4 HF Std/Stud: DL=4.2 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 2411 OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 4] W3X5 S 1.25 5X5= 3X5= 3X5= 5X5= NW ,. - 9 F- 3X5[4] 1.5X4 (a). (a) W10 7-10-1 1.5X4 111 2o, W3 —1 9 (a) 1-1-7 0-4-10 W1 LY W II W � 18-2-4 \ 4X5(R) III 3X7- 5X5= 3X7= 5X5(A2) E----- 1-4 0� 4-4-5 5-2-4 5-4-0 5-2-4 a< 4-9-7 8-11-8 7-10-4 -I 7-10-4 J_ 5-1-13 9-11-4 I, 8-11-8 -I, 15-8-8 ,I, 9-11-4 ,J rE 34-7-4 Over 2 Supportsal R=1531 U=47 R=1656 U=53 W=5.511 RL=148/-142 Design Crit: IRC2012/TPI-2007(STD) 0'' PROp + AN PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.te J O ip 4 OR/-/1/-/-/R/- Scale =.22511/Ft. Truss Components of Oregon f503)357-2118 ...TARN INGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N4th Ave,ComelutsOR 97113 '•IM?ORTANr•• FURNISH 11-IIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ��� 83294PE p TC LL 25.0 PSF REF R7175— 28990 Trusses require extreme care In fabricating, handling. shipping, Installing antl bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WrCA) for safety practices prior to performing ha these functions. Installersachsir shell provide sheath ng and bo bracing per altBCSI.have Unless aproperly otherwise, CAUSR7175 DL 10 0 PSF DATE 09/15/16 top rigid col shall have properly attached strum ral sheathing antl bottem chordshal shall brae a p staly dattached EIC BC DL 7.0 PSF DRW cti coiling. Locations shown for permanent lateral o each fC of fobs shell have bracing installed per DCII 16259165 A ILL O 1]N T' sections 89, of or unless as oted otherwise. e. R plates Co each faceoffor and position as shown above and on L the ane, Ddivile, cissa noted of Compo. Refer to Inc.drawshengs leno-Z for standard entlartl plate positions. OSU.LSS2yj. BC LL 0.0 PSF CA-ENG RTT/RTT I Alpine, a y failure of ITW Building the Components Group Inc, shall not bo responsible for any deviation from this (�F(}'✓ (J111 rowing, any fnllurs to build the truss In conformance with ANSI/TPI 1, or For hergling, shipping, AN ITW COMPANY Installation 8 bracing of trusses. `ZLY zoo TOT.LD. 42.0 PSF SEQN- 68311 respon1eibbility this soolelyi0for the design neverpage listingowhe1esuitability�and uu.ee acceptance f`this awinprofessional fore any°sItruc`ttuirree is um 4S 14r 1 8351 Rovena Circle responsibility of the Sal ming Designer per ANs'/TPI 1 s.a.2. °eels Tar' DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 Far more information see this Jobs general notes page and these web sties: JREF- 1VU47175Z15 ALPINE:wwe.alpinaltw.com; TP1:www.tpinst.org; WTCA: www.sbcineustry.com; ICC:www.icesafe.org Renewal 6/30/2098 SPACING 24.0" (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - M1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 22.55 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 #2 :W1, W2, W3, W10 2x4 HF Std/Stud: DL=4.2 psf. (a) #3 or better scab reinforcement. Same size & 80% length of web Wind loads and reactions based on MWFRS with additional C&C member member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. design. In lieu of structural panels use purlins to brace all flat TC @ 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. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 5] W4X8 S 1.25 5X5= 3X5- 5X5 9 r IIN 1.5X4 ISI II 1,5X4 III so orrs sr �I r. sr sr sr rs 3X7�i • .• 'or I i �j� W10 1-1-7 w�N ' ` 0-4-10 - - W1 1 — o =LI Will \ T18-2-43X5 III 3X5= 3X5- 3X5=4X8[5]= 3X5= 5X5(A2) _II 1E4OI 5-2-1 'I` 5 9779_12 5-10-4 7-8-0 5-10-4 7-9-129-7 4c 6-1-13 6-1-13 10-11-8 11-8-8 11-11-4 I34-7-4 Over 2 Supports �I R=1531 U=51 RL=176/-171 R=1656 U=58 W=5.5" Design Cr it: I RC2012/TP I-2007(STD) §' PRC�p-S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0e �) c py S�6 OR/-/1/-/-/R/- Scale =.225"/Ft. Truss Components of Oregon (503)357-2118 **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! (, 825 N 4th Ave,Cornelius OR 97113 "IW GRTAm" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PER7 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow . _ '¢ TC LL 25 0 PSF REF 175 the latest edition of BCS! (Building Component Safety Information, by TPI end WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing Per BCS1. Unless otherwise. _ top chord shall have properly attached Structural sheathing end bottomchord shall bee DL 10 0 PSF DATE 09/15/161 a Pr taly attached BC BC DL 7.0 PSF rigld ceiling. oB10,Locations shown for e. Apply plates restraint of webs shell have pos bracing Installed per BC51 DRW CAUSR7175 16259166 AL�1 O��� T; sections B3, B]or B10, as applicable. Apply plates to each faceof trussrand position as shown above and on FA] 1 I Che Joint Detells, unless notetl otherwise. Re Per cn tlrewings 160A-Z Pors antlartl plate positions. 06,16,5*..,..) BC LL Alpine, a tllyisl_of ITW Bw Itling Components Group Inc, shall „t,:responsible Par any deviate.„Pram chid 0.0 PSF CA-ENG RTT/RTT drawing, any failure to build the truss In conformance with ANSI/TPI 1, or For handling, shipping, AN ITW COMPANY InsiaIlation&bracing of trusses. 13 VO OTOT.LD. 42.0 PSF . A seal on this drawing or cover pegs listing this drawing. Indicates accepters.of professions!engineering �j LY 1q,noQ, SEQN- 68314 responsibility soof elythe for she design shown. The suitability and use or this drawing for any svn�.,re is the 060 if Tart '� DUR,FAC. 1 15 FROM BB 8351 Rovana Circle responsibility of the for Building Designer per ANSI/TPI 1 sec.2. Sacramento,CA 95828 For mars information see this Job's general notes page and these web sites: ALPINE: www.alpinoltw.com; TPI:www.1 01,erg;WTCA: www.sbcindustry.com; ICC:www.lccsafc.arg Renewal 6/30/2018 SPACING 24.0" J REF- 1 VU4 7 1 75Z 1 5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - M2) Top chord 2x4 HF #2 120 mph wind, 23.30 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 #2 :W1, W2, W3, W10 2x4 HF Std/Stud: DL=4.2 psf. (a) #3 or better scab reinforcement. Same size & 80% length of web Wind loads and reactions based on MWFRS with additional C&C member member. Attach with 10d Box or Gun nails (0.128"x3",min.) is 6" OC. design. In lieu of structural panels use purlins to brace all flat TC is 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. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 4] W4X5 S 1.25 5X5= 3X5= 5X5= rJ ;` ■nr T i ,Q 9 (— Aw 1�I Aw 3X54. �I� 3X5• �r �1 . �1 .• I 4� i S 0° 10-10-1 0 4111,- 4. • 3X7//i ��j,♦,,•,,,, A. ��,off ,,,, '''''_'��0a) W10 Ar 1-1-7 /— ... ,♦* Of'' 0-4-1 _i_ W1- = ■■ -....-%-. T 18-2-4 3X5 111 4X5[4]- 3X7— 3X5= 3X7= 1,5X4 111 5X5(A2) -.=- 1-4-01 6-2-1 6-9-7 3-10-4 3-10-4 6-9-7 7-1-13 6-2-1 6-9-7 7-8-8 6-9-7 7-1-13 L 12-11-8 , _ 7-8-8 J_ 13-11-4 J ` 34-7-4 Over 2 Supports R=1531 U=55 R=1656 U=64 W=5.5" RL=205/-199 EP ©F Design Crit: IRC2012/TPI-2007(STD) .cAU FS S�PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.1; 0 OR/-/1/-/-/R/ Scale =.225"/Ft. TmssComponents ofOregon 1503)357-2118 '•WARNINGi"" READ AND FOLLOW ALL NOTES ON THIS DRAWING/ e,r,...," L825 N 4th Ave,Cornelius OR 97113 ^IIpDiOANr•• NRNISHTHIS GNAWING TO ALL cONTMCTONs INCLWING 7NE INSTALLERS. iiiiiiiim 25.0 PSF REF R71 75— 28992 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these function. installers shall provide temporary bracing per BOSI. Unlessnneted otherwise, DL 7.0 PSF DRW C �L 10 0 PSF DATE 09/15/16 top chordperforming shall have properly attached Installers shall rel provide to and bottom chord shall have a properly attached rigid cei l Ing. Locations shown for permanent lateral restraint of webs shall have bracing installed per RCS! ;C CAUSR7175 16259167 �� �� sections B3, Bl or B10, as applicable. Apply plates to each face of trusstaand position as shown above and on ' O I Che Joint Retails. unless n ted oche rwlse. Refer to tlrewings 1fi0A-Z Por s de rtl plate positions. O,A( I Alpine, a dlvlsion oP ITW Bulitling Compenonts Group Inc, shell not be responsible far any deviation from this I� 8i1416(11 BC LL 0.0 PSF CA-ENG RTT/RTT drawing, any failure go f ildtru she trues In conformance with ANSI/TPI 1, or for handling, shipping, /4 '14Y/4,210 y4Y/4.zoo TOT.LD. 42.0 PSF SEQN- 68317 AN ITW COMPANY hawing, ion f bracing of trusses. A seal on this drawing or caner ppm listing this drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of thin drawwitg for any structure le the Si a t!T a h,{ DUR.FAC. 1.15 FROM BB r 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Sec,2, Sacramento,CA95826 For more ta.cInformation: T111 a .tplahls t.a general notes page and these web sites: Renewal 8/30/2018 SPACING 24.0" JREF- 1 VU47175Z15 ALPINE:www.alpineitw.eom; TPI: www.tpinst.org; WTCA:www.sbcindustry.com: ICC:www.icesafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - M3) Top chord 2x4 HF #1&Bet. :T2, T3 2x4 HF #2: 120 mph wind, 24.05 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 #2 :W1, W2, W3, W9 2x4 HF Std/Stud: DL=4.2 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301,5. for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 4] W4X5 S 1.25 5X7= 5X7(R) III 9 r- 3X5@ 3X5 i 3X5p� i ..1,.. 12-4-1 —I 9 3X7% W9 I- �� 0-4-10 1-1-7 y— _!' — .■ I 0.\ © 18-2-4 1 T W1 s 3X5 III 4X5[4]= 3X5= 3X5= 3X7= 1.5X4III T 5X5(A2) 1-4-0 Fc 6-10-2 >I< 8-1-6 -4- 3-8-8 >1.‹ 8-1-6 ›l-c 7-9-14 >I i_ 14-11-8 _I_ 3-8-8 ,I, 15-11-4 —I 34-7-4 Over 2 Supports =I R=1531 U=59 R=1656 U=69 W=5.5" RL=233/-228 REQ PROF Design Crit: IRC2012/TPI-2007(STD) .<<G SS, PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01 .14-v NFA �O� OR/-/1/-/-/R/- Scale =.1875"/Ft. _ Truss Components of Oregon (503)357-2118 ••wARNINNI H NERD AND FOLLOW ALL NOTES ON THIS INCLUDING ju 83294PE '¢ TC LL 25.0 PSF REF R7175 28993 825 N4tllAve,COmellll5O12971I3 rwINPORTANTw• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extrema care In fabricating, handling, shipping. Installing and bracing. Refer to and follow ' C L 1 0.0 PSF DATE 09/15/16 the latest edition of SCSI (Bol ldl ng Component Safety Information, by TPI and WTCA) for safety practices for o performing the functions. Installers shall provide temprary bracing per SCSI. Unless noted ottherwise, top chord shall have properly attached structural sheathing end bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI IC DL 7.0 PSF DRW CAUSR7175 16259168 ,4�L��� sections B3, 87 or 810, as applicable. Apply plates to each face trusst and position as shown above and on q/ll ' 1 ' the Joint Details, unless noted otherwise. Refer to drawings 160A-z forstandard plate positions. Ol7 Kt�e�iw BC LL 0.0 PSF CA—ENG RTT/RTT i Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSI/TPI 1. or for handling, shipping, AN ITN/COMPANY Installation A bracing of trusses. , `4y 14,00 �q, TOT.LD. 42.0 PSF SE N- 68322 A ponsibility solelylgf r the design listing T e suitabilitys taand use ofotthhis draeing foray structurre engineering 440 sle ft • Tan�_ DUR.FAC. 1.15 FROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: Renewal 6/3012018 SPACING 24.0" JREF- 1VU47175Z15 ALPINE:www.alpineitw.com; TP1:www.tpinst.org;WTCA: www.sbcindustry.com; ICC:www.iccsafe.org THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - M4) Top chord 2x4 HF #1&Bet. :T2, T3 2x4 HF #2: 120 mph wind, 24.05 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 #2 :W1, W2, W3, W9 2x4 HF Std/Stud: DL=4.2 psf. (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member design. In lieu of structural panels use purlins to brace all flat TC m 24" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 4] W4X5 S 1.25 5X7= 5X7(R) III T iii1111 3X5 3X5 3X5p� i 12-4-1 7 9 3X7 W9 I i.���_ 0-4-10 1-1-7 --11•r. \T I 18-2-4 1 W1, — .. 3X51II 4X5[4]= 3X5= 3X5= 3X7= 1.5X4 III T 5X5(A2) 1-4-0 k 6-10-2 < 8-1-6 >I< 3-8-8 :1< 8-1-6 >< 7-9-14 H 14-11-8 . j_ 3-8-8 ,I— 15-11-4 J 34-7-4 Over 2 Supports R=1531 U=59 R=1656 U=69 W=5.5" RL=233/-228 Design Crit: IRC2012/TPI-2007(STD) ` O PROFFS ��E PLT TYP, Wave FT/RT=2%(00/4(0) 16.01.V., �� S'i. OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (5031357-2118 "WARNINNI H READ AND FOLLOW ALL ONTES ON THIS INCLUDINGGI off 'T TC LL 25.0 PSI 825 N 4th Ave,Comelws OR 97113 ••INPOOTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS THE INSTALLERS. /•0 63294PE REF R7175- 28994 141a Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow . - the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.r Unless nnoted oottherwise. • 09/15/16 — top chord shall have pre attached structural bottom ss t '""`'` "� DL 10 0 PSF DATE 0111164, party a r pe a ural lateral restraint e tr and bate chard ehall have a property attached BC DL 7.0 PSF DRW CAUSR7175 16259169 rigid calling. Locations shown far permanent lateral rostral lit of fobs shell heves bracing tailed per BCS A IL—Iii iJ I V 1 • sections BB, ai or as voted cable. Apply places Co each faceof truss position te es shown above and on ha Joint Details, unless T noted otherwise.Components o po tsfGr to ngsshe,SOA_Z t°standard plata any deviation 0� 0 BC LL 0.0 PSF CA—ENG RTT/RTT Alpine, a y failure of ITN Building the truss in group Inc.Ia, shall not bo responsible for any tlpp niton from this drawing, any feilaci to build the Croce in nenfarmanae altM1 ANSI TPI 1, or for paneling, shipping. i�� TOT.LD. 42.0 PSF SEQN- 68325 AN ITW COMPANY installation&bracing of trusses. �/ A oval on this droving or cover pegs listing this droving, Indicate.•aoeptenee of professional engineering 4 LY 14,g0 Qj responsibility solely for the design shorn. The suitability and use of this drawing for any structure le the r 8351 Rovana Circle responsibility or the Building Designer per ANSI/TPI 1 s.o.z. s$ei,1a ' DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 Far more information see this Jobs general notes pogo and these web sites: SPACING 24.0" JREF- 1VU47175Z15 ALPINE: www.alpinoltw.00m; TPI: www.tpinst.org;WTCA: wow.sbcindustry.com: ICC:wwn.lccsafe.org Renewal 6730/2018 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - M5) Top chord 2x4 HF #1&Bet. :T2, T3 2x4 HF #2: 120 mph wind, 24.05 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 #2 :W1, W7 2x4 HF Std/Stud: DL=4.2 psf. :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member (a) Continuous lateral restraint equally spaced on member. design. In lieu of structural panels use purlins to brace all flat TC @ 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. 5X7(R) III 5X7(R) III 9 7 3X5 3X5//i •• 3X50 12-4-1 —I 9 11 3X5 0-9-14 0 40.0 0-4-10 T - 5 - \ 4_18-2-4 1 5X5( 3)= 1.5X4 III 3X5= 3X5= 1.5X4 III T 3X7(E3) III 3X7- 5X5(A2) ..---- 1-4-0 'c----7-2-14 >I< 8-1-6 >I< 3-8-8 >F< 8-1-6 >n 7-9-14 I. 15-4-4 _j_ 3-8-8 J. 15-11-4 -J (g 35-0-0 Over 2 Supports >+ R=1548 U=57 W=5.5" R=1673 U=67 W=5.5" RL=237/-230 Design Crit: IRC2012/TPI-2007(STD) ``��1" PRo1 PLT TYP. Wave FT/RT=26/x(0%)/4(0) 16.01.►t ;.-. `SS'i. OR/-/1/-/-/R/- Scale =.1875"/Ft. a°WARNINGI.. READ AND FOLLOW ALL NOTES ON THIS DRAWING] �1 Truss Components of Oregon ((503))357-)118 41 TC LL 25.0 PSF REF R7175- 28995 825 N 41l,Ave,Comehus OR 97113 .°IMPORTANT.. FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. (yam 83294PE q Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow ho the latest edition of BCS] (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers churl provide temporary bracing pas have Unlessnoted aattachede, R7 7 16259170 DL 10 0 PSF DATE 09/15/16 top chord shall have properly attached structural sheathing dna bottom chord hall have a properly attached Ta rigid calling. Locations shown for permanent lateral restraint of webs shell M1 ve bracing Installed per BCS A I __, ` I sections 8D Details. or Big, as noted other Apply pestes to winM1 face of for and position shown above end on BC LL 0.0 PSF CA-ENG 1 BC DL 7 0 PSF DRW cnus 1 5 � I 1 the !mint getalla. dnleaa feared otherwise. Refer to drawings,BGA_Z for standard Plata pceltiana. RTT/RTT Alpine, a division of ITR Building Components Group Inc, shall not be responsible for any deviation from this 0� drawing, any failure Co build the truss In conformance with ANSI/TPI or far handling. shipping, mll� TOT.LD. 4 2.0 PSF SEQN- 683 30 AN fTW COMPANY Instal , any bracing of trusses. the /V A awl on this drawing or cover paps listing the.drawing, Indicate.acceptance of profession.]engineering (i. LV 14,20 e responsibility solely for the design shown. TO.suitability and tee of Ulla drawing for any structure Is the 8351 Rovana Circle respmrolbl l lty or fel.9ulIdl g D.slg er per ANSi/TOt,Sec.). SS DUH.FAC. 1.15 FROM BB en Ta/14� Sacramento,CA 95828 Far more information see this Job's general notes page and these Rab alta.: SPACING 24.0" J REF- 1 VU47 1 75Z 1 5 ALPINE, www.alpineltw.com; TPI:www.tpinac.org;WTCA:www.sbcindustry.com. ICC:www.locsefe.org Renewal 6/301201$ (0916095--JT ROTH CONSTRUCTION —Medallion Mdws lot 10 -- VERIFY TIGARD, OR — M6) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 23.71 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 Webs 2x4 HF #2 :W1, W7 2x4 HF Std/Stud: DL=4 2 psf psf, wind BC :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member (a) #3 or better scab reinforcement. Same size & 80% length of web design. member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live In lieu of structural panels use purlins to brace all flat TC w 24" OC. 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. 5X7= 5X5 grimmommommummimmiti 7- 9 r- 3X5 111 3X5 3X5• 1 11-7-13 3X5 „, '''''' • ��0-9-14 a� � 0-4- 0 = ■■� �_ 1 18-2-4 T 5X5(E3)- 1.5X4 III 3X5= 3X5= 3X7- 1,5X4 111 \ 3X7(E3) III 5X5(A2)- 1-4 2 F 7-1-5 "I< 7-3-15 + 5-6-8 >I< 7-3-15 7-8-5 >I L- 14-5-4 -I_ 5-6-8 -J-- 15-0-4 -I I 35-0-0 Over 2 Supports R=1548 U=55 W=5.5” 'I RL=224/-217 R=1673 U=65 W=5.5" Design Crit: I RC2012/TPI-2007(STD) �E�PROFFS PLT TYP. Wave FT/RT=2°/g(0%)/4(0) 16.01.► S Truss Components of Oregon //\\5032)357-2118 ••wARNINGI••READ wBFOLLrnALI_xnFsoxTHIS DRAWING! •�- t �► OR/-/1/-/-/R/- Scale =.225"/Ft. 825 N'Iti]Ave,Cornelius OR 97113 ••I■PORTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �� t,4 TC LL 25.0 PSF REF R7175- 28996 - Trusses require extreme care In fabricating, handling, shipping, Installing end bracing. Refer to end follow the latest edition of SCSI (Building Component Safety information, by TPI and yrtCA) for safety practices prior 83294PE to performing these functions. Installers shall provide temporary bracingr SCSI. Unless1 o DL i / DL 10 0 PSF DATE 09/15/16 top chord shall have properly attached structural sheathing end bottom chordshallhave a properly otherwise, rigid calling. Locations shown for permanents lateral restraint of webs anal! have bracing installed per RC BC 7.0 0 PSF .4�1 O`� I i sections 93, B7 or B10, as applicable. Apply plates to each face of truss and scan aposition as shown above and on DRW CAUSR7175 16259171 L J I Che Joint Retells, unless n tatl otherwl se. Refer Yo 7z7:::,:...::%:°:.:::-:0-,:a.::=7::;.. rewirigg 18gA-Z P a re place positions. NI: Ai pine, a y failure oP 1T% ldilhing Components Group Inc. hal,net bo for forlhan far any ripping, Pram ihla 0�1 �0 BC LL 0.0 PSF CA-ENG RTT/RTT draining, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN IT'W COMPANY Inseal,on A bracing or trucover pa s. ya. = TOT.LD. 42.0 PSF SEQN- 68336 A seal on this drawing or eater Pei Ilatlnp th le drawing, intllwtes seesptanes of professional engineering - 4 VGY 14,20� �, responsibility solely for the design shown. The suitability end uee of this drawing for any structure Is the 5351 Rosana Circle rssponslbl I ihy of the Building Designer per ANSI/171 1 Seed. SS,+S (�Tao RUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information a this Job's general n s page and these web sites: •r ALPINE:www.alp neitw.com: TPI:www.tpinst,org;%TCA: www.sbcindustry,com; ICC:www.iccsafe.org SPACING 24.0" J REF- 1 VU47 1 7521 5 Renewal otaomDiR (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - M7) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 23.54 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.O psf, wind BC Webs 2x4 HF #2 :W1, W8 2x4 HF Std/Stud: DL=4.2 psf. :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member (a) #3 or better scab reinforcement. Same size & 80% length of web design. member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. ivIn lieu of structural panels use purlins to brace all flat TC @ 24" OC. fion factor tfor deadsload60 isl1l.50and L/240 total load. Creep increase Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. SXS(R) III JT PLATE LATERAL CHORD No SIZE SHIFT BITE [17] W3X10 3.50 R 1.25 5x7(8) III 9 jii -- Ii ,� 900 3X5�i ,,,,,�� 3X.� 1.5X4 111 40 I. 11-3-14 3X54. % 9 ro ei 0-9-14 i� _ ' 0-4- 0 :_: — •• - - 18-2-4 SX5(E3)=T 1.5X4 III 3X5= 3X5- 3X5= \144 1 3X7(E3) III 5X5(A2) 3X10[17] .11E4.01 6-2-10 1-6-12 6-2-10 D. 6-2-10 ' 6-5-0 c -I� 7-1-5 ›...c7-5-11 6-5-0 1-6-1 8-8-1 7-5-11 ' I 14-7-0 12-5-4 6-5-0 f- 35-0-0 Over 2 Supports R=1548 U=55 W=5.5" `I RL=217/-210 R=1673 U=62 W=5.5" Design Crit: IRC2012/TPI-2007(STD) RIP PROpF PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.► `sS' Truss Components of Oregon (503))357-2118 w"WARNINGI°R READ AND FOLLOW ALL NOTES ON THIS DRAWING! - ' _ -/1/' - 825 N 4t11 Ave,Comehus OR 97113 ieINPORrANre• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TCREF Trusses require extreme cora In fabricating, handling, shipping, Installing and bracing. Refer and follow to 44 83294PE LL /R/ Scale =.225"/Ft. _ 10 25.0 PSF the latest edition of BC51 (Building Component Safety Information, by TPI and WTCA for safetyA. to performing these functions. Installers shall Provide temporary bracing per RCS!. Unless noted otherwise, _. , R7175- 28997 Oligkhk DL 10 0 PSF DATE 09/15/16 top chord shall have properly attached structural sheathing and bottom chord sM1all have ed rigid ceiling. Loocatione shown fore w pr operly [per AC BC DL Ions B3, BJ r 810, e. Apply lateralto each ft of feta shall have tion as n wal led per GCS 7.0 PSF DRW CAUSR7175 16259172 A!T 1 O`O N � sections as applicable. Apply plates tlreeach Ta<aoof trot standar' position as shown above and on III_lL J 0he Joint Details, unless no he wl se, Refer to wings i80A-Z f place posiilons. I rawwing, a y failure oT Ibu build then.Components Group Inc. shat,n t bo responsible far any deal:[.'"true tela 0� { 0 BC LL 0.0 PSF CA-ENG RTT/RTT drawing, any Pallure to build the truss In conformance with ANBI/TPI 1, or Por M1andl lag, shipping, AN ITW COMPANY Inst:nation a bracing of trusses. 73 fi TOT.LD. 42.0 PSF A nal on this drawing or.ever page listing this drawing, indicates npaptann or prefea.lenai engineering `1/Lr 14,20`' SEQN- 68340 respmribility of solely for the design sropn.er The suitability and use of this drawing for any structure le the �5��"�� �� DDR.FAC. 1.15 r 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Seca. FROM BB Sacramento,CA 95828 For more information see this Jobs general notes page and those web sites: ALPINE: www.elpineitw.cem: TPI: www.tpinst.erg;WTCA:www.shcInduetry.com: ICC: www.iccsafe.orp SPACING 24.0" J REF- 1 VU47 1 7521 5 Ronewal 6/30/7018 (0916095--JT ROTH CONSTRUCTION -Medallion Mows lot 10 -- VERIFY TIGARD, OR - M8) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 ) require(**) 1 plates s ecial Bot chord 2x4 HF #2 P ( P positioning. Refer to scaled plate Webs 2x4 HF #2 :W1, W8 2x4 HF Std/Stud: plot details for special positioning requirements, :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' 120 mph wind, 23.54 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 (a) #3 or better scab reinforcement. Same size & 80% length of web DL=4.2 psf. member. Attach with 10d Box or Gun nails (0.128"x3",min.} 5 6" OC. Wind l In lieu of structural panels use purlins to brace all flat TC @ 24" OC. designoads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. JT PLATE LATERAL CHORD 5X5 No SIZE SHIFT BITE [20] W3X7 1.25 R 1.25 ij /- 9 (- 5X5= 6X8 '� 01 � 3X5�O 1.5X40 % 3X5�� �� `'�� 11-3-14 I ��� 3X5�i lI �� # ! 4. 0-9-14 I. _ � ` ��� 0-4- 0 T 5X5(E3)= 3X5= 3X5- 3X7[20]= 18-2-4 1.5X4 III \ 7 3X5(**)= 5X5(A2) 3X7(E3) III k 5-2-10 J_ 1;1=„25-2-10 6-5-0 10-5-4 'I` 6-5-0 >1.‹ 3-6-12 >1.‹ 7-1-5 >I< 7-5-11 3-6-12 7-1-5 7-5-11 I, 10-5-4 _I, 6-5-0 ,I_ 3-6-12 _....1_ 14-7-0 ,I F35-0-0 Over 2 Supports R=1548 U=56 W=5.5" RL=217/-210 R=1673 U=61 W=5.5" Design Crit; I RC2012/TPI-2007(STD) 00D PROP PLT TYP. Wave FT/RT=2%(O%g)/4(0) 16.01,e� `sS .r. .:lllt "�. OR/-/1/-/-/R/- Scale =.225"/Ft. — Truss Components of Oregon (503)357-2118 •'WARN FURNISH H•READ AND NG TO ALL NOTES RA ON THIS INCLUDING 1; 825 N 4th Ave,Cornelius OR 97113 ••INPDNrANr•• Pugwlsx THIS DRAWING ro Au CONTRACTORS IxcwDlxc THE INSTALLERS. k! /Q TC LL 25.0 PSF REF R7175- 28998 Trusses require extrema care In fabricating, handling, shipping, Installing and bracing. Refer i and follow the latest edition of WSJ (Building Component Safety Information, by TPI and yRCA) for safety practices prior 3284PE to performing these functions. Installers shell provide temporary bracing Per BCSI. Unlessnoted otherwise, cop chord shall have properly attached structural sheathing and bottom chord shell have rigid telling. Lletarei restr Int oP a properly attached DL 10 0 PSF DATE 09/15/16 ��rr11 w a BB, B,P,°-.=7"::=7,:1:7-7,77; webs aha" have bre"„! '"atal led par r BC DL 7.0 PSF DRW CAUSR7175 16259173 ,4 II I Q)�„ ' I t� ihetJot nt Details, unlesanoteae »rwlsaRerertto drawings rt6geA-Z rer sta"e position ea shown above antl on II`---IIU, I \VI amara plate poaltlons. I , Alpine, a d�v,alen er ITN Bmllding Components Graop In<, ahal,n t bi responsible far any dayla[lon from this 08(k ) BC LL 0,0 PSF CA-ENG RTT/RTT drawing, any failure to build the truss In conformance with ANSI/TPI 1. or For handling, shipping, AN MA/COMPANY installation a tenting or crosses. '}y4 Qq TOT.LD, 42.0 PSF SEQN- 68344 A on nit the this arwlnp or cover papa listing this arwIng, indicates acceptance of piefewienel engineering4113,14t20 y solely for the design shown. The suitability end use of thle drawing for any structure i 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2, s�O„Tan t DUR.FAC, 1.15 FROM BB Sacramento,CA 95828 For more a this Jobs general notes ALPINE:www eitw c m bwpege end Chase wob a Iowa: SPACING 24.0" : TPI:ww.tPmst.org;NTCA:www.siscindustry.com. ICC:w .lt<aefa.arg J REF- Rennwal 613017018 1 VU47175Z15 self n I (0916095--JT ROTH CONSTRUCTION -Medal l ion Mdws lot 10 -- VERIFY TIGARD, OR - M9) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 22.75 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 #2 :W1, W2, W4, W9 2x4 HF Std/Stud: DL=4.2 psf. :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member (a) #3 or better scab reinforcement. Same size & 80% length of web design. member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live In lieu of structural panels use purlins to brace all flat TC 24" OC. load applied per IRC-12 section 301.5. JT PLATE LATERAL CHORD Deflection meets L/360 live and L/240 total load. Creep increase No SIZE SHIFT BITE factor for dead load is 1.50. [13] W5X7 S 1.25 5X5(R) III 5X5= �% h 9 � 5X7 5X5= \ � � 3X50 1.5X4\ i �1 (a) 9-8-15 W2 W4� 3X5�i (a ♦,� 9 W1 � W9 0-9-14 tO m W 0-4-10 mW G .l\ 18-2-4 5X5(E3)= 3X5= 5X7[137= 3X7= 1.5X4 III 3X7(E3) Ill 3X5= 5X5(A2) 1� I k 4-2-10 I_ 4-2-10 .I< 6-5-0 _1{ 3-5-8 L 4-2-8 6-0-11 6-5-1 8-5-4 6-5-0 I 7-8-0 'I` 6-0-11 'I` 6-5-1 8-5-4 6-5-0 3-5-8 4-2-8 12-5-12 E35-0-0 Over 2 Supports R=1548 U=51 W=5.5" RL=187/-180 R=1673 U=55 W=5.5" Design Crit: IRC2012/TPI-2007(STD) 03s PRO,c�S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.P b .t C��F S4 OR/-/1/-/-/R/- Scale =.225"/Ft. Truss ComponentsofOregon (503)357-2118 ••RARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 825 N4 h Ave,Cornelius OR 97113 •'INPORTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �(V 83294PE p 25.0 PSF REF R7175- 28999 _ Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer t and follow the latest edition of BCSI (Building Component safety Information, by TPI and NBCA) for safety practices prior to performingchol have fproplrly. Installers shall provide temporary bracing per al ha Unless operly otherwise, ,0 PSF DRW DL 10 O PSF DATE 09/15/16 top chord shall have properly attached structural sheathing and bottom chord shell have rigid ceiling. Location shown for permanentlateralrestraint of webs shall have bracing pInstallediper BCSI BC DL 7.0 CAUSR7175 16259174 ,4�I , ti sections BS, 07 or BID, as applicable. Apply plates each faceof trussLand position es shown above end on Lip)[] I 1 7.),:.-.D:::::',..":77::::7:47.7,:...::10:: wings 16DA-Z Pors tl r plate positions. O BC LL w , ltruss iInw. shah,n t orpforl hln for ens dppingian.ram thea 0.0 PSF CA-ENG RTT/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, �/� AN ITW COMPANY instal latinn&bracing of trusses. _♦13 0 TOT.LD. 42.0 PSF SEQN-...I on this drawing or cover page listing this drawing. Indicates aoceptnw»of professional engineering (of LY 1 4,20 Q 6834 7 responsibility b ,ally AwlTor design shown. TheSIFCPI1 San.y and use of this drawing Tor any structure 1.the S'melt S a I� Be',at' DUR.FAC. 1.15 FROM BB 8951 Rovana Circle responsibility of the Building . per ASul 1 Bees. Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: ALPINE: wiw,elpineltw.comi TP1: www.tpinst.arg; WTCA: www.sbcinduatry.comi ICC: www.Iccsafe.org Renewal 6130/2018 SPACING 24.0" J REF- 1 VU4 7 1 75Z 1 5 • (0916095--JT ROTH CONSTRUCTION —Medallion Mdws lot 10 -- VERIFY TIGARD, OR — M10) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 22.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind IC DL=6.0 psf, wind BC Webs 2x4 HF #2 :W1, W3, W4, W9 2x4 HF Std/Stud: DL=4.2 psf. :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member (a) #3 or better scab reinforcement. Same size & 80% length of web design. member. Attach with 10d Box or Gun nails (0.128"x3",min.) m 6" OC. Bottom chord checked for 10.00 psf non-concurrent bottom chord live In lieu of structural panels use purlins to brace all flat TC e 24" load applied OC. pp per IRC-12 section 301.5. JT PLATE LATERAL CHORD Deflection meets L/360 live and L/240 total load. Creep increase No SIZE SHIFT BITE factor for dead load is 1.50. [13] W3X7 2.25 L 1.25 5X5= 5X5= 3X5= 9 n Ilk 5X7= 6X8 i�♦, 9 - ir1 W4 1.5X4 3X5 i (a) 8-2-15 W1 W3 1 1 _L r A , ik 0-9-14 0-4-10 T 5X5((EE3)==- 1.5X4 III 3X5= 3X7[13]= 3X7= \ T 18-2-4 3X7(E3) III 3X5= 5X5(A2) 6-5-4 6-5-0 3-5-8 _ 4-1-4 4-1-4 5-0-11 5-5-1 6-5-4 6-5-0 3-5-8 8-2-8 10-5-12 6-5-4 6-5-0 3-5-8 8-2-8 10-5-12 35-0-0 Over 2 Supports I R=1548 U=46 W=5.5" > RL=159/-152 R=1673 U=50 W=5.511 Design Crit: IRC2012/TPI-2007(STD) 44zEDPRO�cc�s PLT TYP. Wave FT/RT=2%O(0%O)/4(0) 16.01.o `S'i _ Truss Components of Oregon 503 357-2118 ""wARNINel""READ AND FOLLOW ALL NOTES ON THIS DRAWING, — 1/ — — p (( )) . CRL / 825 N4thAve,Cornelius OR 97113 ••IWpDRTANr"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 294PElit _ Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer t end follow Orr /R/ Scale =.225"/Ft. the latest edition of SCSI (Building Component Safety Information, by TPI and YrtCA) for safety practices prior R7 to performing these functions. Instellere shall provide temporary bracing per BCSI. Unlessnoed otherwise, 09/15/16 top chord shall have properly attached structural sheathing and bottom cord shall have a Orly attached Sa 25 0 PSF REF ens shown forDL 10 0 PSF 29000 f" rigid telling. Locations permanent lateral restraint of webs shall have bracing Installed per BCSI — .4��� II sections 83, 87 or B10. as applicable. Apply plates to each face of trues and position es pshown above and on 7116259175— ,1 6 91 75 DATE p BC DL 7 0 PSF DRW CAUSR7175 1 z5 , 1 the Joint pa�alls, unless no[etl otherwise. Re Par to z7:::,:.:::%:-:.::::::7,1-,::-.::-:°:::.„ rewings 160A-Z Por standartl plate positions. q� Plp,no, a dlalalan aP ITW Bnoz Components fire:: Ina, shall net ba responsible far any deviati.n from this OC.II e BC LL 0.0 PSF CA-ENG RTT/RTT drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation a bree,ng of trusses. Ste. 'k �! F TOT.LD. 42.0 PSF A weal en this drawing or cover page hating thln drawing, indlaet.o acoaptaneo of professional engineering !� LY 1 4,so 2 SEQN- 68350 responsibilityeTinsolely for the design therm. The suitability and use of th,s drawing for a1„.trnamre le tn. S�@It Ta��'C DDR.FAC. 1 15 FROM BB 8351 Rovana Circle responsibility of tl,e Bilding Deeigner per Al 1 Seca. P Sacramento,CA 95828 For more Information see thisob•a J genera,notes page end those web sites: ALPINE:www.elpineltw.com; TPI:www,tpinst.arg,YrFCA:wew.sbcindustry,com; ICC:www.,cesafe.org Renewal 6/30/2018 SPACING 24.0" J RE F- 1 VU4 7 1 75Z 1 5 (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - M11) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 :T2 2x4 HF #1&Bet.: (I) - plates so marked were sized using 0% Fabrication Bot chord 2x4 HF #2 Tolerance, 0 degrees Rotational Tolerance, and/or zero Positioning Webs 2x4 HF Std/Stud :W2, W5, W7 2x4 HF #2: Tolerance. :W4 2x4 DF-L Std/Stud: :Lt Slider 2x4 HF Std/Stud: BLOCK LENGTH = 1.500' 120 mph wind, 21.25 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anhIn lieu of structural panels use purlins to brace all flat TC e 24" OC. DL 4.2rpsfnn 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 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 JT PLATE LATERAL CHORD for dead load is 1.50. No SIZE SHIFT BITE [12] W6X8 S 1.25 [20] W3X7 S 1.25 6X6= 1.5X4 III 5X5- g I— a 71 T 5X7= 5X10(1)% 1.5:N 9f , W5 3X5% T2 6-8-15 W2 W4 W7 9 0-9-14 a a 0-4-10 m msi 5XS((EE3)= 1•5X4 III 6X8[12]= 3X5= 3X7[20]= 3X5= \ 18-2-4 3X7(E3) III 5X5(A2) 1.E1.1j2,1 h �A 4-5-4 .1..c6-5_p 9-6-12 6-5-0 j< 3-5-8 J_ 6-1-4 >I� 6-1-4 4-0-11 4-5-4 ›Ic -I_ 4-5-1 `I I— 4-5-4 , ,f_ 3-5-8 _I_ 12-2-8 I, 6-5-0 6-1-4 8-5-12 'I I ,I. 8-5-12 J fs 35-0-0 Over 2 Supports R=1548 U=42 W=5.5" RL=130/-123 R=1673 U=45 W=5.5" REO PRGAN Design Crit: IRC2012/TPI-2007(STD) 3+ PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.rf ��N F��SAO OR/-/1/-/-/R/- Scale =.225"/Ft. Truss Components of Oregon (503)357-2118 ""WARNIwcI•• READ AND FOLLOW ALI NOTES ON THIS DRAWING! �+ 825 N 4th Ave,Comelms OR 97113 ••IMPORTANT•" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE 2 LL25 0 PSF Trusses require extreme care in fabricating, handling. shipping. Installing and bracing. Refer to and follow to latest edition of SCSI (Building Component Safety Information. by TPI end WI"CA) far safety practices prior R7 �\ performing these functions. Installers shall provide temporary bracing per SCSI. Unless noed otherwise, 09/15/16 ,,, 9REF 175 29001 �L 10 0 PSF DATE top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigidpceiling. Locations ocati nssshownforlper Anent lateral restraint of webs shall have bracing installed per SCSI :C DL 7.0 PSF ALM M A ' sections a ape Apply plaRefer to to each face-Z for trussandpositionplate as spawn above and on DRW CAUSR7175 16259176 II`� J �\V' I the Joint°stalls, unless noted otherwise. Re Per drawings 160A-Z for standard plate positions. ,81k6604 v,[/7/1� Ala Ina, a division of ITS Building Components Group Inc, shall not be responsible for any deviation from this UIO�GTd6 BC LL 0.0 PSF CA-ENG RTT/RTT wing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling. shipping, AN ITW COMPANY installation&bracing of trusses. `ZLY 0� C A..AI on this drawing or Coyer Page listing this drawing.i l itindicates aofothis draw gfor siyn tructture the 4Ssen/Tao`�� DUR.FAC. 12 0 PSF SEQN- 68353 A meal solely for the design e shown. The suitability i 8351 Rovana Circle f••poromu lty or the Building Designer per ANSI/TPI,G.a.:, FROM BB • Sacramento,CA 95828 For more Information sae this Job's general notes page and those web sites: ALPINE: w.elpineltw.com; TPI:w .tpinst.org;WTCA: ww.sbcindustry.cnm; ICC:www.lccsefe.org Renewal 6/30/2018 SPACING 24.0" J REF- 1 VU47 1 75Z 1 5 ww (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - FG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet. :T2 2x4 DF-L #2: :T3 2x4 HF #2: Special loads Bot chord 2x6 HF SS (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud :W2, W4, W6, W8 2x4 HF #2: TC- From 75 plf at -1.33 to 75 plf at 6.94 TC- From lf at 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 385 plf at -1.33 to lf at .94 to35 plf at 30.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 7 plf at 0.00 to 7 plf at 30.00 DL=4.2 psf. TC- 463.75 lb Conc. Load at 6.89 BC- 109.49 lb Conc. Load at 2,00 Wind loads and reactions based on MWFRS. BC- 102.06 lb Conc. Load at 4.00 BC- 107.97 lb Conc. Load at 6.00 (a) Continuous lateral restraint equally spaced on member. BC- 289.33 lb Conc. Load at 8.00,10.00,12.00,14.00 16.00,18.00,20.00,22.00,24.00,26.00,28.00 In lieu of structural panels use purlins to brace all flat TC B' 24" OC. Right end vertical not exposed to wind pressure. 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 JT PLATE LATERAL CHORD factor for dead load is 1.50. No SIZE SHIFT BITE [ 6] W3X5 S 2.75 [10] W4X5 1.50 R 2.50 [16] W4X8 3.25 R 2.00 [20] W4X5 S 1.25 5X5 [21] W6X6 2.50 L 2.25 T2 3X5= 1.5X4 III 3X5= 4X5[20]= T3 6X8= [23] W4X5 S 2.75 MI me yis TW8 W2 W4 9 (a) I 5-5-14 5-7-1 0-4-10 al III II E / 3X5[6] III 4X5[10]= H0508= 4X8[16]= 6X6[21].--=- 10-0-0 5X7(B7R)= 4X5[23] III (1_401 6-11-4 5-7-7 5-9-3 f" 6-11-4 'I< 5-7-7 >I< 5-9-3 >Ic 5-9-3 'I� 5-10-15 5-9-3 5-10-15 I. 6-11-4 J- 23-0-12 J 30-0-0 Over 2 Supports ;I R=2928 U=187 W=5.5" R=2740 U=163 W=5.5" S �% aE()PROF S Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%(O%)/4(0) 16.01..t% N F p 'p OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon (503)357-2118 •'WARNING!•. READ ANO FOLLOW ALL NOTES ON THIS DRAWING! �+ 825 N 4th Ave,Cornelius OR 97113 '•IwDRTANr•• FURNISH THIS DRAWING>n ALL CONTRACTORS INCLUDING THE INSTALLERS. C(/ 83294PE p IC LL 25.0 PSF REF R7175 29002 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to end follow .ori," the latest edition of BCSI (Building Component Safety Information, by TPI and WrCA) for safety practices polar Jr DL 10.0 PSF DATE 09/15/16 to o performing these functions. installs shall provide temporary bracing per BCSl. Unless noted otherwise. cop chord shall have properly attached structural sheathlrg and bottom chord shell have a properly attached rigid cal I Ing. Locations sM for permanent lateral restraint of webs shall have bracing installed per BCS! C DL 7.0 PSF DRW CAUSR7175 16259177 ,4 O`� I sections B3, B]or B10, as applicable. Apply plates to each faceof truss position as shown above and on lIII-1L 11 I 7,::::7..:=7:::::7;.17=7,-,..:::.: he saint oatal la, unlaea"orad atherwl.a. Refer to drawings 17:tZ fr enders plata peaitlane. 081 BC LL 0.0 PSF 1 , drawing, a y failure of ITN Building Components orman Ina. shall „t b1 rospdnslhan far any deviation from th,a CA-ENG RTT/RTT tlrawlrg, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY instal lotion 8 bracing of trusses. `trey o0 C. TOT.LD. 42.0 PSF A..el en We solely,feror covthe design peg. IIetlpg iThehl.drying, Ingid.0 a of thisndr er pofor a ,, I uctlre l p 44't ��1'fld �� DUR.FAC. 1.1 5 FROM 66683 58 repnibilit .fide Bui din iehorm. NSI suitability .,e of this drawl q for any wt Kta.1. -en r 8351 Rovana Circle responsibility dr the Building Designer per ANSI/TPI mil 1 see.z. a Sacramento,CA 95828 For mare infermatlen a this Joh's general notes page and these web sites: 0". SPACING 24 nLPINF:www.wlp meitw.cam; TPI:.ww.tpieat.arg;wren: www.sbelndaetry.�em; Iec:www.ioasafo.org Renewal 6/3012018 J REF- 1 VU47 1 7521 5 (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - F) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 :T3 2x4 DF-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 II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W3, W5, W7 2x4 HF #2: DL=4.2 psf. (a) #3 or better scab reinforcement. Same size & 80% length of web Wind loads and reactions based on MWFRS with additional C&C member member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. design. In lieu of structural panels use purlins to brace all flat TC @a 24" OC. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [19] W3X10 4.00 R 1.25 [22] W1.5X4 S 2.25 5X5 3X5= 3X5= 1.5X4111 5X5 MI mli. W ■ - T T3 -1.5X4 O� ,111111 1 W3 W511111111 % 9 — (a) 11111 W7 (a) 7-1-1 6-11-3 11111 0-4-10 11111, 3X5= a 10-0-0 -----7.-- 3X5= 3X5= 3X10[19]= r 4X5(61) 1.5X4[22] III 11y4-0I 4-7-13 4-3-7 6-10-8 7-0-4 7-2-0 8-11-4 6-10-8 7-0-4 7-2-0 1, 8-11-4 —I— 21-0-12 k30-0-0 Over 2 Supports R=1451 W=5.5" RL=126/-60 R=1326 U=8 W=5.5" ep Design Crit: IRC2012/TPI-2007(STD) # PRO `;41,e, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00 I ,�L316N F �() OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon f503{1357-7118 ...MINING!".READ AND FOLLOW ALL NOTES ON THIS DRAWING! 8251V4thAve,Cornelius OR 97113 "IARORTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ollow �lV�' 83294PE TC LL 25.0 PSF R7 175-Trusses require extreme care In fabricating, handling, shipping, Installing end bracing Rai the latest edition of BCS, (Building Component Safety Information, by TPI and WTCA) for safety practices racticesr to end fprlor to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, _ 29003 ,Oddli ''' DL 10 0 PSF DATE 09/15/16 [op chard shall haveLocations properly attached strustrum Wal sheathing int bort hal shall have a properly attached BC gid nsIi ng. or 010,ma ahownappl for permanent"hates o each fa of f bottom atehall have SCS biotins shown Md per SCSI :C DL 7.0 PSF DRW CAUSR7175 16259178 .4 LI 0�� sections B3, BT or 810, as applicable. Apply places to each faceof truss and position as shown above and on n/'` L the Jol,rc Details, unlaes n tetl onrerwise. Refer to tlrewings tsOA-Z:ors enders plate positions. °6/116644 p{ fpvf yA, BC LL Alpine, a y failure o:ITL Building Components Group Inc. shall n t or Forlhan far any daviatien from thiw vGV v,tl 0.0 PSF CA-ENG RTT/RTT drawing, any failure to build the[ruse In conformance with ANSI/TPI 1, or for handling, snipping, AN ITW COMPANY Installation&bracing of trusses. engineering 10 SI, 14,2oCP C TOT.LD. 42.0 PSF SEQN- 68361 A Beal on this drawing or cover page listing this drawing. Indlo.t.e acceptance of prof aelonel S responsibility solely for the design shown. The suitability and use of this drawing for any structure le tan. '� 1 a f 8351 Rovana Circle responsibility.f the Building Designer per ANSI/TPI ,5so.2. + � h� DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: ALPINE:www.alpineltw.com; TPI: wwx.tpinst.org:WTCA:www,xbcindustry.com; ICC:www.iccsafe.org Renewal 6/30/2018 SPACING 24.0" J RE F- 1 VU47 1 75Z1 5 (0916095--JI ROTH CONSTRUCTION -Medal I iOt1 Mdws lot 10 -- VERIFY TIGARD, OR - Fl) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF #2 :W1, W2 2x4 HF Std/Stud: DL=4.2 psf. (a) #3 or better scab reinforcement. Same size & 80% length of web Wind loads and reactions based on MWFRS with additional C&C member member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load, Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5 3X5= 3X5= 1.5X4 III o- — MI _i, — Ar 3X5 O _ AV = ,, , �AV ,` AV AV AI AV ♦,,,,♦� 9 f �O (a) (a) $ (a) ,4 J (a) 8-5-3 8-7-1 W1 W2 AAV 4 I*4 % AV �I �1 0-4 10 AV ; I�� _.L 0 i0 $1 0 10-0-0_L _L 1.5X4 III 3X7- 3X5= 3X5= 3X5(R) III 4X5(81) 11_4:0 5-7-13 5-7-13 ›.-c5'3'7 'r 5-6-8 I_ 5-8-4 _I 5-10-0 5-3-7 8-4-10 -T 8-8-2` > L- 10-11-4 _j_ 17-0-12 J 28-0-0 Over 2 Supports R=1362 W=5.5" RL=151/-68 R=1236 U=13 Design Crit: IRC2012/TPI-2007(STD) 0E�PROF.ss PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.O1.0 s $N .. �. fi OR/-/1/-/-/R/- Scale =.2511/Ft. Truss Components ofOregon (503)357-2118 Y*WARNINGI•.READ AND FOLLOW ALL NOTES ON THIS DRAWING! 4 825 N4t1T Ave,Cornehns OR 97113 "IMPORTANT•• maimIn THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ((/ ; TC LL 25.0 PSF REF R7175- 29004 Trusses require extreme care In fabricating, handling, shipping, Installing end bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI end WTCA) for safetyPratt Ices prior to performing these functions. Installers shall provide temporary bracing BCS!. unless n zed otherwise. 10.0 PSF chord shall have al sheathing and bottom chord have DL DATE 09/15/16 4116 top properly ettachatl structural ° rigid telling. Locations shown forrestraint a properly attached C DL eApply lateral r a relnt of web span have bracing installed above par BGS, - 7.0 PSF DRW CAUSR7175 16259179 .4�1 O��r� „ l; sections 83, BT or 810, as applicable. Apply plates to eacM1 faceoftorr stand position ea shown above end on L Iu\\\\VVIIIII I the Jolni getelis, unless n ted otherwise. Refer to tlrawings i80A-Z f enderd plata p°alt,°nae 08(� � BC LL I Alpin°, a dlylslan of ITW Building Components Group Int, shall n t be ro°ponslbio pr any de,.Iation from this 0.0 PSF CA-ENG RTT/RTT cawing. any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY instal let ion&brae Ing of trusses, A...i on this drawing or cover page listing this drawing, indicates acceptance of professional engineering �i(�S' `1''er�4,70e 4� TOT.LD. 42.0 PSF SEQN- 68 364 responsibilresponsibiliity solely for the design shown. The suitability end use oT this drawing for any structure is the 8351 Rovana Circle y a the Building Designer per ANSI/TRI 1 ssa.z. *eft Tao DUR.FAC. 1.15 FROM BB f Sacmmenlo,CA 95828 For more information see this Jobs general notes page and these web sites: ALPINE;www.elpineitw.com; TPI:www.tpinst.org;PTCA:www,sbcindustry.com; ICC: www.iccsafe.nrg Renewal 6/30/2018 SPACING 24.0" J REF- 1 VU47 1 75Z 1 5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - F2) 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 #2 :W1 2x4 HF Std/Stud: DL=4.2 psf. (a) #3 or better scab reinforcement. Same size & 80% length of web Wind loads and reactions based on MWFRS with additional C&C member member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. design. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. 4X5- 2X4 III ,vv- ,. (a) 9-11-3 10-1-1 • • III 10-0-0 1.5X4III 3X5(R) III 2X4(A5R) 1OI 6-7-13 6-3-7 2-6-12 6-7-13 6-3-7 2-6-12 L 12-11-4 _j_...2-6-12...j l 15-6-0 Over 2 Supports + R=809 W=5.5" R=678 U=34 RL=176/-77 Design Crit: I RC2012/TPI-2007(STD) fG�E{7 pROp'�9. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.P`�) e`EifsI `.,,• OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon f503)357-2118 aaWARNINGI as READ AND FOLLOW ALL NOTES ON THIS DRAWINGI h 825 N4thAve,CornetmsO)t 97113 mmINPORTANTe• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 832G4PE 'r la TC LL 25.0 PSF REF R7175- 29005 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer t end follow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to perform ng theme functions. Installers shall preside temporary bracing per BCSI. Unless nated otherwise.,0111164 DAT DL 10 0 PSF DATE 09/15/16 top chard shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cel l ing. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI BC DL 7.0 PSF CAUSR7175 16259180 A r P `N N I ' sections B3, g7 Sr BIG, as noted otherwise. Apply places to each faceoftru and position as Shown above on III OJ the went Details, unless n tad Ong Comae. Refer to Inc.drawshengs,Bno_Z far standard sibl plata positions. Alpiati o� �p6hy BC LL 0.0 PSF CA-ENG RTT/RTT I drawing, a y failure of ITR build th ng Components Group Inc, shall not be Tor for responsible for any deviation from this draring, any fallpre Ya bulltl the truss In conformance with pN51/Tpi i, or for handling, shipping, 13 AN ITW COMPANY 1nstaalatIon&bracing of trusses, `n/0'14,04. fi TOT.LD. 42.0 PSF SEQN- 68368 Aresponsibility s..l on this drawing or cover page listing this drawing. indicate,.Campton.of profee,aon.I engineering �j �� pom lbl Ilty of elythe for the design Desig.her,,. The suitability,n,use of this drawing for aro structure„the SSeH,ran. DUR.FAC. 1 15 FROM BB 8351 Rotate Circle responsibility of the Building Designer per ANSI/TPI T Sre.2. r Sacramento,CA 95828 For more Information see this Job's general notes page and these web alta,: ALPINE:www,elpineltw,cam: TPI:www.tpinst.arg:WTCA:waw.sbclndustry,com: ICC:www.iccsafe.urn Renewal 6/30/2018 SPACING 24.0" J RE F- 1 VU4 7 1 7 5Z1 5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - F3) Top chord 2x4 HF #2 Ti: 2x4 HF #1&Bet. : 120 mph wind, 15.49 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 #2 :W1 2x4 HF Std/Stud: DL=4.2 psf. Right end vertical not exposed to wind pressure. Wind loads and reactions based on MWFRS with additional C&C member design. (a) #3 or better scab reinforcement. Same size & 80% length of web member. Attach with 10d Box or Gun nails (0.128"x3",min.} @ 6" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. In lieu of structural panels use purlins to brace all flat TC @ 24" OC. 2X4 III Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. 4X5(R) III figi __ 1 i 3x540000000.°11/11.1111.1/111° 1 3X54 ,e j 1 #ii i (a) 11-5-3 11-7-1 i 9 r T I,444144,,f, • ,, ,,♦+,, • ,,,4 i 41 0-411-10 4.44S- I T TZ n .... * 10-0-0 1 1.5X4111 3x5.-_-_----_ r 2X4(A5R)= 2X4111 1,40 k 7-3-14 >I.c 7-7-66"12 `IE I L_ 14-11-4 -I_I 2 I15-6-0 Over 2 Supports >{ R=809 W=5.5" R=678 U=50 RL=205/-86 Design Crit: I RC2012/TPI-2007(STD) �,���PRpp"S PLT TYP, Wave FT/RT=2%(0°/g)/4(0) 16.01.'t"�'j (1114 `S''• OR/-/1/-/-/R/- Scale =.225"/Ft. Truss Components of Oregon (503)357-2118 •111ARNING1.. READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 25.0 PSF 825 N 4th Ave,Cornelius OIL 97113 ••IWroRTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING 7HE INSTALLERS. ti 68294p R7 175-Trusses require extreme care In fabricating, handfing, shipping, install) and bracing, Refert and follow _ the latest edition of BCSI (Building Component Safety Information, by TPI end OTcA) for safetypracticesprior to performing these functions. Installers shall provide temporary bracing per BCSI. UnlessaP ted otherwise. . 29006 / DL 10 0 PSF DATE 09/15/16 top chord sM1oil M1eve properly attachatl etruct nal sheathing antl boCtom chortl shall hov a pr erly atieehetl rigid dal I Ing. Locatlans aM1awn far poresnentuiateral rostral of waba shai i bees bractrg In:tallad par BCSI BC DL 7.0 PSF DRW CAUSR7175 16259181 .4 t1 sections B3, B7 or B10, as applicable. Apply plates to each face of trussC position as shown above and on A Ill OJ I 7 Data:la, hnlaaa n tad atnarwlae. Rafar to drawinga18BA_Z:arandard plata 7:1:vens. O� &I BC LL 0.0 PSF CA-ENG RTT/RTT I Alpin, a Ifailur of Ibu Bui ltl t Components orman Inc, shall n i bo rosponsi hail any diaclon from this drawing, any:allure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Installation d bracing or trusses. 13 `O zee% /�C TOT.LD. 42.0 PSF SEQN- 68373 A seal on this drawing or saver page listing this drwing. indicates acceptance of Prof esional engineering 4S 14, ,w Y/ SEQN-ity solely for the design shown. The suitability and!me of this drawing for any structure le the 8351 Rov°na Circle responsibility of the Building Designer per ANSI/TPI 1 Swa• S`e't Taat' DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more Information see this Job's general notes page and these webs ALPINE:www.alpinoitw.com: TPI:www.tpinst.org;WTCA: www.sbcindustry.com; ICC:www.iccsafo.org Renewal 6:30/2018 SPACING 24.0" J REF- 1 VU47 1 7521 5 (0916095--JT ROTH CONSTRUCTION —Medallion Mdws lot 10 -- VERIFY TIGARD, OR — F4) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.70 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 #2 :W1 2x4 HF Std/Stud: DL=4.2 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. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 2X4 III 3X:3X5Oi O 1.5X4\\\ 12-0-2 9 0-4-10 i Ali 3X5= T 3x5710-0-0 cl) 10-0-0 3X5(R) III ` 3X5(B1) 1-4-0 5-4-14 5-0-9 4-10-13 1"12 7-11-3 7-6-13 k15-6-0 Over 2 Supports =1 R=809 W=5.5" R=678 U=57 RL=215/-89 Design Crit: IRC2012/TPI-2007(STD) O?' PRo rFS PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01.re 'le (�6M F • OR/-/1/-/-/R/- Scale =.1875"/Ft. Tnlss Components of Oregon (503)357-2118 '•WARNING!'•READ AND FOLLOW ALL NOTES ON THIS DRAWING! t+j 825 N 4th Ave,Cornelius OR 97113 ••IMPORrANT•• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE Q .0 PSF R7 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer c end follow C the latest edition of BCSI (Building Component Safety Information, by TPI and'MCA for safety practices prior to performing these functions. Installers shell provide temporary bracing per BCSI. Unless ted otherwise, erwlse, 1 6 5 REF 175 29007 ! DL 10.0 PSF DATE 09/15/ 4.16 top chord shell have properly attached structural sheathing and bottom chord shall have a properly ttochetl rigid eel I Ing. Laaatlons 0110.0 far permanent"latorcI raatralnt of w ba ahel I have braemg inacanwd per BCSI BC DL 7.0 PSF DRW CAUSR7175 16259182 A IL,L�iO N ' aettloana BB, BT ar 6^g, ae a tea�eata an appilcable. gpply pia ach face of truss and post tion a shown above and o I I the J int getalls, lase n tea otM1erwlae. Refer to drew Ings 18gp-Z Por s endard plata positions. Aldrawing, any failure ptrw, a tli vision ofo1TN Bu L7.,.Compon..,: Group ins 1hall n esponsi bis Par any daelation from this 0�j 29 BC LL 0.0 PSF CA-ENG RTT/RTT AN ITW COMPANY installation 8 bracing ofulls,the trusses, ruse in conformance with ANSI/TPlbl,ror for handling, shipping, 15 A ssal an this drawing or cover page listing this drawing, Indicates acceptance of professional engineering 4 `�✓LY 14,204 0 TOT.LD. 42.0 PSF SEAN- 68375 responsibility solely for the design shown. The suitability end use of this drawing for any structure 1e the 8351 RovanaCircle respn blllty ar the Building De igner per ANsI/TPI 1 s.d.z. S�eig Tao OUR.FAC. 1.15 FROM BB w Sacramento,CA 95828 For more information s o this Job's general notes page and those web sites, ALPINE: www.alpine]tw.com; TPI:wwv.tpinst.org;.TCA:www,sbcindustry.corn; ICC:was.Icesafe.org Renewal 6J3O(2048 SPACING 24.0" J REF- 1 VU47 1 75Z1 5 (091 6095--JT ROTH CONSTRUCTION -Medal l ion Mdws lot 10 -- VERIFY TIGARD, OR - IGE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet. :T2 2x6 HF #2: :13 2x4 HF #2: Bot chord 2x4 HF #2 (*a) 1 plate(s) require special positioning. Refer to scaled plate plot Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: details for special positioning requirements. 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Truss designed to support 1-0-0 top chord outlookers and cladding load anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord psf. must not be cut or notched. Wind loads and reactions based on MFRS with additional C&C member Provide lateral wind bracing per ITWBCG wind bracing details or per design. 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 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load bracing requirements. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor Shim all supports to solid bearing, for dead load is 1.50. (*) Provide lateral bracing for inset member. Attach nailer 4X5 at edge of lower roof diaphragm, or use purlins at 24" oc. /�1 j 3X7 ' T3 i 9 i W1 6-3-14 1111111 / T2(* 11 I 9 4X8(R) III 0-4-10 —J 5 5 '� 0-41-10 11,,.1.....e # 9-0-0/ 2X4 Al = 3X7(**)E--- 2X4(F )@ 3X5ss L1-4-0=1< 5-4-0 >i< 10-6-0 <1-4-0J L 10-7-0 .. 5-3-0 J 5-4-4 2-6-12 2-3-7 0-4-9 - 5-3-0 5-9-8 4-9-8 5-3-0 15-10-0 Over 3 Supports R=376 U=6 W=5.5" R=945 U=33 W=5.5" R=671 U=18 W=5.5" RL=148/-148 Note: All Plates Are 1 .5X4 Except As Shown. , O PR©p . Design Crit: IRC2012/TPI-2007(STD) 4 PLT TYP. Wave FT/RT=2% 0% /4 0 16.o1.�� N S ( ) ( ) % �� F,t+� �©I OR/-/1/-/-/R/- Scale =.37511/Ft. Truss Components of Oregon ((503)357-2118 "WARNINGI'e READ AND FOLLOW ALL mums ON THIS DRAWING! (� 63284PE 825 N4thAve,Comehus OR 97113 "'IMPORTANT"• FURNISH THIS DRAWING T°ALL CONTRACTORS INCLUDING THE INSTALLERS. ✓ TC LL 25.0 PSF REF R7175- 29008 Trusses require extrema care ,n fabricating, handling, shipping, Installing end bracing. Refer to and follow ile the latest edition of BCS1 (Building Component Safety Information, by TPI and ARCA) for safety to performing these functions. Installers shall provide temporary bracing per SCSI. Unless o�t1tictM1arwPaeor . 41116 C IL 10 0 PSF DATE 09/15/16 Cop chord shall have properly attached structural sheathing and bottom chord shell have a properly attached rigid ceiling. Locations shown for permanent lateral webs „all have bracing installed r ocsi 7.0 PSF ArI l� actions B3, B7 or B^D, a applicable. Apply plates to each faceoftruss and position as shown above and on O �C DL DRW CAUSR7175 16259183 IhI' I O1 ^ 1 I t: 7,='.°:::'.7...":',7,%"::7:271.::..=.:adiT'".gs 16°Ao-Z Por:tender'plata pasltlane, 6 BC LL �IILI, ' `�I, I fai ur dthetruss Iconconformance hwi a„al,n t by reapana,han Per any'ppiat,en Prem t~„ 0.0 PSF CA-ENG RTT/RTT drawing, any failure to build see truss in con Po nnanca with ANSI/TPI 1, or for handling, hipping, AN ITW COMPANY installation A bracing of trusses. �4 `14Y14,914* 0 TOT.LD. 42.0 PSF SEQN- 68388 A veal on this drawing or cover page listing this drawing, Indicates scoop n e of prefmasloiui engineering responsibility wlely for the design show. The suitability end use of this drawing for any structure la the e& ell'�a►n�t 8351 Rovana Circle responsibility er a e Building Owigner per ANSI/TPI 1 S.0.2. i DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and moms web sites: – ALPINE:wsw.alp,neltw,com: TPI:www.tpireturg; wTCA: www.sbclndustry.com: ICC:www.lccsafe.org Renewal 8/30!2018 SPACING 24.0” J REF- 1 VU4 7 1 7521 5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, 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 Shim all supports to solid bearing. for dead load is 1.50. 4X5= 1 1 1.5X4.%e. 6-3-14 77(11 � 94X5(R) III Aiiiii 0-4-1050-4-10 i% 54X5= 2X4(F1)$S,, 1..,1-443=-L-7- 5-4-0 <l-4-05-4-0 < 10-6-0 1-4-0›.1 I' 3-11-8 3-11-8 4-9-8 3-11-8 5-3-03- 5-9-8 _I� 11-8 'I 7-11-0 7-11-0 5-9-8 4-9-8 5-3-0 ..c 15-10-0 Over 3 Supports R=275 U=15 W=5.5" R=1067 W=5.5" R=438 W=5.5" RL=131/-131 gva PROpp• Design Crit: IRC2012/TPI-2007(STD) ..c' S PLT TYP. Wave FT/RT=2%(0%)/4(0) S'� (0/)/4(0) 16.01 .$,��L e N F� 0� OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 ••WARNING!••READ AND FOLLOW ALL NOTES ON THIS DRAWING! 43 825 N 4th Ave,Cornelius OR 97113 '•INPDRTANr•• FURNISH THIS DRAWING TO All eDNTRAcroxs INCLUDING THE INSTALLERS. 83294PE R7 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Ret to and follow the latest edition of BCS! (Building Co a °r L _ (u g ers shall Safety Information, by ci and WTCSI for reset ed ether pre, �► TC LL 25 0 PSF REF 175 29009 to performing these functions. Installersrhall o� '" 1 0.0 PSF DATE 09/1 5/1 6 ,0011164 to chord snail neve attached structuralgree temporary b acing per BCsI. unless ed otherwise, p properly a ached sheathing and bottom chord shall have a properly attached rigd hailing. Locations shown for permanentlateral restraint of webs shall have bracing installed per BCS! C DL 7.0 PSF DRW CAUSR7175 16259184 .4�� �� tti sections 83, B7 or 810, as applicable. Apply plates to each faceoftrussand position as shown above and on p�L� Q IN I the saint Retells, 810 IT n tad aehorwlrA Re Per to drawings 16gA_z Por s andartl w ale porleeenr. OOKt e v BC LL 0.0 PSF CA-ENG RTT/RTT I Alpine, a y failure of Ibu Building truss inocon Group Inc. shall n t bo nfor n f , s deviation from this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or Por haMling, ahipping, AN ITW COMPANY instal lateen 8 brat ing of trusses. 4S 4y 14,2G. AII y/BC TOT.LD. 42.0 PSF SEQN- 68391 A Wal on this droning or cover page listing this drawing. Indicates acceptance of profeesionel engineering T V responsibility solely for the design sham. The suitability and use of this drawing for any structure Is tie &e li Tar► DUR.FAC. 1.15 FROM BB 835!RolanaCimle responsibility of the Building Designer per ANSI/TPI 1 sec.2. Sacramento,CA 95828 For more information see this Job's genera, notes page and these web sites: Renewal e(8012D16 SPACING 24.0".0" ALPINE: www.elpineltw.eom; TPI:www,tpenst.orgi NTCA: www.sbelneustry,cnm; ICC:www.eeesafo.vrg J REF- 1 VU4 7 1 7 5Z 1 5 (0916095--JT ROTH CONSTRUCTION —Medallion Mdws lot 10 -- VERIFY TIGARD, OR — 11) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Negative reaction(s) of -199# MAX. (See below) from a non-wind load Bot chord 2x4 HF #2 case requires uplift connection. Webs 2x4 HF Std/Stud 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bottom chord checked for 10.00 psf non-concurrent bottom chord live anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC load applied per IRC-12 section 301.5. DL=4.2 psf. Deflection meets L/360 live and L/240 total load. Creep increase factor Wind loads and reactions based on MWFRS with additional C&C member for dead load is 1,50. design. Shim all supports to solid bearing. 4X5= /t 9 7 1.5X4 0 3X5�i �i �•• 6-3-14 1.5X4 III FR 9 000000011 4X5(:) III 9 —15 1-0-111 ■M 5 L— 0-4�10 ■ �/ 3X5(R) III ---- 10 9-0-0 r 4X5= 2X4(F1) Lc 4-5-4 >1< 10-6-0 1-4-0>j ...c3-0-12 _I_ 3-11-8 _I_ 3-11-8 4-10-12 -1' 4_9 8 T —L 3-11-8 5-3-0 7-0-4 4-10-12 'I' 4-9-81 'I" 7-11-0 5-3-0 14-11-4 Over 3 Supports > R=83/-199 U=48 R=429 W=5.5" RL=113/-106 R=1108 W=5.511 � �EpPRpFF � Design Crit: IRC2012/TPI-2007(STD) •�G 41 PLT TYP. Wave a FT/RT=2%(0%)/4(0) 16.01.te $ GAN F. i) OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 ••WARNINGI'•READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Cornelius OR 97113 '•IWPORTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE 2TJ TC LL 25, 0 PSF REF R7175- 29010 — 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 WiCA) for safety practices prior IL 10.0 to performing these functions. Ineteliefs shall provide temporary bracing per RCS!. Unless ted attached utherwiee. PSF DATE 09/15/16 till top chord shell have properly attached structural sheathing and bottom chord shall have a properly rigid ceiling. Locations shown for permanent lateral restrain of webs shall have bracing Installed per RCS! C DL 7.0 PSF DRW CAUSR7175 16259185 A�1 "1 sections B], BT or 816, es eopplicabla. Apply plates to each faceooP for stantl posltlon as shown above end on 7 L J I the Joint Dacells, unless n cd otherwlsa. Re Par to tlrewings t66A-Z f aero place posltlens. O�OE BC LL Alpha, a dlvieien of ITW Builtling Camponants Group Inc. shall not ba rosponsiblo far any deviation from this IWf- 0.0 PSF CA-ENG RTT/RTT drawing, any failure to build the truss In Conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Instal lagan&bracing of trusses. "24.Y14,20� 0 TOT.LD. 42.0 PSF SEQN- 68394 A seal on this drawing or cover page fitting this Aresing. Indleat.e acceptance of prof selenal engineering responsibility soof elythe for thedin design shown. SI suitability and use or this drawing for,�etrdtt„n. I.the ss /) ICA DUR.FAC. 1 15 FROM BB 8351 Rovana Circle responsibility or the Building Designer per ANSI/TPI 1 Sec,2. Sacramento,CA 95828 For more Information see this Jobs general rmtes page and these web sites: _- ALPINE,www.elpineltw.com: TPI: www.tpinst.org: MICA: www.sbcinduatry.cam: ICC: www,icrosafo.org Renewal 8l80/2018 SPACING 24.0" J REF- 1 VU4 7 1 7 5Z1 5 (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - 12) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located 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. 4X5(R) III PR 9 7 1.5X41% 3X5�i A �� 6-3-14 1.5X4 111 ' 9 4X5(R) III 1-0-11 _ —J — i. 0-4-10 �i 5 5 L 3X3= 4X5(R) 111 ` --- " 9-0-0 3X5(F1) 1.,..1-4-0>J 3-0-12 3-11-8 3-11-8 3-11-8 4-10-12 4-9-8 5-3-0 7-0-4 ,I, 7-11-0 4-10-12 _I_ 4-9-8 —I` 5-3-0 c 14-11-4 Over 2 Supports R=656 R=792 W=5.5" RL=113/-106 Design Crit: I RC2012/TPI-2007(STD) ,5�,�#a pR���VAN PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.!r:0 .,(6AN E p 1p OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components 503 357-2118 ..WARNINGI..READ AND FOLLOW ALL NOTES ON THIS DRAWING! po ) Or 825 N 4th Ave,Cornelius O 97113 "INPDRTANr•• FURNISH 7HI3 DRAWING TD ALL CDNTRAG7gRS INGLIAING THE INSTAI EERS. 83294PE R7Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and follow /r CM1e latest etlltion oP BCSI (Bullding Cen,ponant SaPe[y Information, by TPI an tRCA) Par safety precticea prior w"" — +TC LL 25 0 PSF REF 175 29011 to performing these functions. Installers tr shell provide ng and bo bracing per all Unless noted atachedotherwise. C DL �L 10 0 PSF DATE 09/15/16 cop chord shell have properly attached structural sheathing and bottom chord shall have a properly attached _ to rigid telling. Locations shown for permanent lateral restraint of wwebsshall have bracing installed per DCSI ' 7.0 PSF DRW CAUSR7175 16259186 A LIF)[1 i sections aeD Details, or Dip, as appinoted caber. Apply Refer to t weach ings faceof ftruss or standard position as shown above and on LIF) I the Joint Detells, unless noted otherwise. Ref r to drawings 160A-2 plate positions. 1361W6!10,,,1 ���� BC LL 1 Alpine division of ITW Building Components Group Inc. shall not be responsible far any deviation from thin VVV1111111 0.0 PSF CA-ENG RTT/RTT drawing, any failure o bulla the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation 8 bracing of trusses. "1/t.Y 14,�0� TOT.LD. 42.0 PSF $E A seal on this drawing or cover page listing this drawing, indicate.acceptance or profeenon.I engineering 4 QN- 68397 responsibility solely ler the design shown. The suitability end use of this drawing for any structure le the 8351 Rovana Circle responsibility of the Building Designer per ANSIrrpl 1 s.d.z, sSQ������ OUR.FAC. 1.15 FROM BB ' Sacramento,CA 95828 For more Information a o this,fob's general 110,39 page and these web sites: ALPINE: www.alpinelsw.com: TPI:www.tpinst.org:wren: www.abelndustry.com: ICC:www.iccsafe.org Renewal 6!3012018 SPACING 24.0" J REF- 1 VU4 7 1 7 5Z 1 5 (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - KGE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 20.73 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 Webs 2x3 HF #2 :W1 2x4 HF Std/Stud: DL=4,2 psf. psf, wind BC Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. 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. Provide lateral wind bracing per ITWBCG wind bracing details or per Do not notch in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind length tabulated for 2X4 studs of the same grade. bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. Shim all supports to solid bearing. 4X5= 0161 11111 � 111 11101 T 1116 5-8-6 1111111111111 I 4x8(R) III 1 0 0-4-10......11111111111:1 —J 5 / 2X4 1)SS 5 L_ 2X4(F1).� L- 7-1-0 _I_ 7-1-0 J e 7-1-0 '1= 7-1-0 c 14-2-0 Over 4 Supports > R=123 PLF U=18 PLF W=14-2-0 RL=10/-10 PLF Note: All Plates Are 1 .5X4 Except As Shown. �Eo PROp , Design Crit: IRC2012/TPI-2007(STD) Q, S+ PLT TYP, Wave FT/RT=2°/g(0�°)/4(0) 16.01.1e Q,�N 7 Truss Components of Oregon 503 357-2118 a'IMARNINGI•a READ AND FOLLOW ALL NOTES ON THIS DRAWING! v - 1/- - - po ( ) A e, O ORL / 825 N 4th Ave,Cornelius OR 97113 '•IMPORTANT•• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. F,j� liarc R/ Scale =.375"/Ft. Trusses require extrema care In fabricating, handling, shipping, Installing and bracing. Refer t and follow L ' the latest edition of BCsI (Building Component Safety Information, by TPI and WTCA) for safer R7 to performing these functions. Installers shall provide ted otherwise, prior 0 PSF REF 175 29012 p temporary bracing per all Unlessproperly atherwlae, IL 10.0 PSF DATE 09/15/16 top chord anal) have properly attached structural sheathing and bottom chord shall have a tlachetl rigid ailing. Locations shown for permanent lateral restraint of webs shall have bracingInstalled per SCSI C DL 7.0 PSF .4 O`� . sections 83. B7 or Bi°, as applicable. Apply plates to each face of trussland position es shown above end on DRW CAUSR7175 16259187 II`-IL J 1 the Joint Detolls, unless n ted otherwise. Refer co tlrewings OR-Z fors and:di plate positions. °WAWA(1 l Alw no, a dlvisien of ITW Building Components Group Inc, ah N Rat be rosponslble far any dav,ation.ram thin IR�'fW BC LL 0.0 PSF CA-ENG RTT/RTT drawing, any failure to f tru the r ss conformance wish ANSI/TPI 1, yr for hantlling, shipping, AN 11-w COMPANY Inst•n at ion&bracing of trusses. . A seal on this drawing or mover page listing this drawing, Indicate..aaept.na.of professional engineering �lj�, Qct�a>x {Q� TOT.LD. 42.0 PSF SEAN— 68288 responsibility solely for the design shown. The suitability and use of thin drawing for any structure Is the 8351 Rovana Circle of t»Building Designer per ANGI/Tpl ,seq.z. �1 Ta DUR.FAC. 1.15 FROM BB s Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: ALPINE: w,alpirwltw,com; TPI:www.tpinst.org,WTCA: wew.sbcindustry,cam; ICC:www,iccsafe.org Renewal 8130120'18 SPACING 24.0" J RE F- 1 VU4 7 1 75Z 1 5 wr • I (0916095--JT ROTH CONSTRUCTION —Medallion Mdws lot 10 -- VERIFY TIGARD, OR — K) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 20.73 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. 5X5= /t1 9 7 I9 111 il 5-8-6 4X8(R) III � 5 5 �— 0-4-10 0-4-10 9 ' 1—itt \J 18-2-4 3X5(F1) 3X5(F1) 1.1-4-0J L1-4-0J L.- 7-1-0 _f_ 7-1-0 ,I 'C 7-1-0 < 7-1-0 '.c 14-2-0 Over 2 Supports R=745 U=19 W=5.5" R=745 U=19 W=5.5" RL=128/-128 Design Crit: I RC2012/TPI-2007(STD) Ea PROR,,t. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16,01.�R t. (H�`s.e. OR/-/1/-/-/R/- Scale =,375"/Ft. TnrssComponents ofOregon (503)357-2118 Y.NOWNINcI•"READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Cornelius OR 97113 ..IMPORTANT... FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. 'l, 1Na TC R7 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow els•'ri/�� 83294PE the latest edition of SCSI (Building Component Safety Information, by TPI and BMA) for safety practices prior AI4 DL LL 25 0 PSF REF 175 29013 to performing these functions. Installers shall Provide temporary bracing per°CSI. Unlessnotedtherwise. 10 0 PSF DATE 09/15/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cell Ing. Locations shown for permanentnleteral restraint of webs shall have bracing Installed par BC:- BC DL 7.0 PSF DRW CAUSR7175 16259188 ,4�1 fa sections B3, B7 or 810, as applicable. Apply plates to facea of truss and position as shown above and on L J I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard andard plate positions.Alpine, a division of ITN Building Components Group Inc, shall not be responsible for any deviation from this ' lhlgoYi,1 BC LL 0.0 PSF CA—ENG RTT/RTT drawing. anyfailure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation A brae inn or trusses. indicates _ _ 'p Vi. /}s,` TOT.LD. 42.0 PSF SE r ponsibion lity sois olely'gor cover for the d siggn listing this drawing,shown, The itabiiiity a and use ofthis drawing of anynal strucctt re is the V �/ QN 68281 �(� LY 14,20 w 835!RovanaCircle responsibility of the Building Designer per ANSI/TPI 1 se<.z. V 11eIf Tall DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information a this Jobe general notes page and these web sites: V / SPACING ALPINE:w .alpineitw.com; TP1:waw.tpinst.nrg; REMww.sb<Industry.cem; ICC: www,iccsefo.erg 24.0" J REF- 1 VU47 1 75Z 1 5 w RpOnWPa R7ggl901R I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - K1) Top chord 2x4 HF #2 120 mph wind, 20.73 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. 5X5= RI 9 III 9 5-8-6 4X8(R) III —15 51 0-4-10 0-4-10 41,,,'' 18-2-4 2X4(F2) 3X5(F1) Li_4-0.1 7-1-0 J 7-1-0 J < 7-1-0 4< 7-1-0 c 14-2-0 Over 2 Supports R=753 U=20 W=5.5" R=631 U=9 RL=105/-115 Design Crit: IRC2012/TPI-2007(STD) ED PIROp PLT TYP. Wave FT/RT=2°/g(0°/g)/4(0) 16.01.►R.�1 N� . F $'4%.c. 4O OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon 5032357-2118 ••WARNING!ww RFJID AND FOLLOW ALL NOTES ON THIS DRAWING! iP 825 N4tll Ave,COme11l1S O)�97113 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC177 _ Trusses require extreme care In fabricating, handling, shipping, Installing antl bracing. Refer to and follow 3 Il the latest edition of BGS! (Building Component Safety Information, by TPI and WTCA for safety practices prior 294PE to performing these functions. Installers shall provide tempora bracing r note e .8 p 25.0 PSF REF 175 29014 top chord shell hove properly attached structural sheathing temporary B par all Unless otherwise, and bottom chord shell have a properly attached TN rigid calling. Locations shown for permanent lateral restraint of webs shall have b acInnpinstalled per° 09/15/16 ,,.•�^" 1 0 PSF DATE wens B3, B7 or B10, as applicable. Apply BC DL 7.0 PSF DRW CAUSR7775 16259189 z furl 11 rsl l sac o p pp y plates to want,face truss tend position showntioabove and an L J l��\\ Al Joint Details. unless noted otherwiComse. Refer to Inc.drawshengs sego_=Paras standard plata any deviation �(/ BC LL 0.0 PSF CA-ENG RTT/RTT Alpine, a y failure of ITN Building truss In nts Group Inc, shall not be responsible for ens deviation from this OVI�..? drawing, any failure to build the truss In conformance with ANSI/TPI t, or for handling, shipping, l./ AN ITW COMPANY instal let ion&bracing of trusses. {y. TOT.LD. 42.0 PSF SE N- - A seal.n ihl•drawing or cover page listing this drawing, IndicaGs.eb.ptsnee of prof.slen.l engineering fir- V Y 14,20� 0 SEQN- responsibility solely for the deaignDesig sDesigner The suitability and an.of this drawing for any ntruati,re is elle S t DUR.FAC. 1.15 FROM BB 8351 Rovana Circle rn.poc.lbi I lly of the Building D..Iynar p.r ANSI/TPI 1 S.c.z. �,� ��� * Sacramento,CA 95828 Far more Information see this fob's general notes page and these web sites: SPAC 1 NG 24.0" ALPINE: www.alpinoltw.com: TPI:waw.tpinst.org:ARCA;www.sbcindustry,com: ICC:eww.lecsafe.org J REF- 1 VU47 1 7521 5 nonoral arant2NR. (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - K2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 21.23 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. 5X5= I\ II 9I I I III 1 9 5-8-6 4X8(8) III 5 5 1 V 0-4-10 000 4 �,' 0-4-10 o 18-2-4 2X4(F2) 2X4(F2)i L- 7-1-0 7-1-0 '< 7-1-0 'c 7-1-0 14-2-0 Over 2 Supports >. R=640 U=13 W=5.5" RL=93/-93 R=638 U=13 Design Crit: 1RC2012/TP1-2007(STD) Ea PROP . PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.!dR .+ufl( im,`scr> OR/-/1/-/-/R/- Scale .5"/Ft. Truss Components of Oregon (503)357-2118 '•WARNINNI H READ AND FOLLOW ALL NOTES ON THIS INCLUDING Ui TC LL 825 N4thAve,Cornelius OR 97113 ••urBRrANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 25.0 PSF REF R7175- 29015 Trusses require extreme tare in fabricating, handling, shipping. Installing and bracing Refer to end follow (M • the latest edition of SCSI (Building Component Safety Information, by TPI antl SitA for safety practices prior 83294PE to performing these functions. Installers shall provide temporary bracing per SCSIs Unless nted otherwise, attached DR ,/ DL 10 0 PSF DATE 09/15/16 tap chord shall have properly attached structural sheathing and bottom chord shall have a properly [techetl _ rigid ceiling. Looatlona shown for permanent lateral restraint of webs shall have bracing Installed par BC.... BC DL 7.0 PSF W CAUSR7175 16259190 ,4 L,L N T. seaplane B3, B7 or as noted otherwise. Apply plates to each faceoffor and position as sheen above and on 1 IJ I tM1a Joint Botallo unless noted applicable. Rafar to drawings MA-2 Porss ndartl plate positions. pq/�'t1 C�'�/� I Alpine, a y failure of ITN Building Components Group snail not be responsible for for any deviation from this Oy B�JY A BC LL 0.0 PSF CA-ENG RTT/RTT drawing, any failure o build the runs In conformance Inc.c. s all not 1, or Por M1le Torg, s„Ipplati lJ R'C�.7 ,/ AN ITW COMPANY iasta I fatten$brat ing or trusses. • Aesel on this drawing or cover papa listing this drawing, Indicates acceptance of prefessloml engineering /IP/� v(, �m nnl..0 TOT.LD. 42.0 PSF SEAN— 68285 responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the Y 8011 Tan V 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI I Soc.2. Sl, DUR.FAC. 1 15 FROM BB • Sacramento,CA 95828 For more information seethis Job's general n s page and these web sites: i7 ALPINE: wwr,aipineltw.com; TPI:www.tpinst.org;S'TCA:www.sbclndustry,cum; ICC:www.iccsefe,arg SPACING 24.0” J REF- 1 VU4 7 1 7 5Z 1 5 an.....i araNrniR (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - NG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 2 COMPLETE TRUSSES REQUIRED l = Bot chord 2x6 HF #2 Webs 2x4 HF Std/Stud :W2, W4 2x4 HF #2: Nail Schedule:0.120"x311, min. nails Top Chord: 1 Row @12.00" o.c, Special loads Bot Chord: 1 Row @ 8.00" o.c. (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1,15) Webs : 1 Row @ 4" o.c. IC- From 75 plf at 0.00 to 75 plf at 7.77 Use equal spacing between rows and stagger nails TC- From 75 plf at 7.77 to 75 plf at 14.23 in each row to avoid splitting. TC- From 38 plf at 14.23 to 38 plf at 21.40 TC- From 75 plf at 21.40 to 75 plf at 30.50 120 mph wind, 20.99 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 14 plf at 0.00 to 14 plf at 14.23 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- From 7 plf at 14.23 to 7 plf at 21.19 DL=4.2 psf. BC- From 14 plf at 21.19 to 14 plf at 29.17 BC- From 5 plf at 29.17 to 5 plf at 30.50 In lieu of structural panels use purlins to brace all flat TC @ 2411 BC- 1494.83 lb Conc. Load at 14.23 OC. BC- 327.82 lb Conc. Load at 16.23,18.23,20.23 BC- 843.54 lb Conc. Load at 21.19 JT PLATE LATERAL CHORD No SIZE SHIFT BITE Deflection meets L/360 live and L/240 total load. Creep increase factor [13] W4X8 2.00 R 2.25 for dead load is 1.50. [17] W3X5 S 3.00 Wind loads and reactions based on MWFRS. 5X5= 1.5X4 III 4X5 ,ssx s4s.s D � -1 9 9 6-2-9 W� 0-4-10 0-4-10 o n lW _L 4X5(A1)= 1.5X4 III 4X5= 3X5[17] ID -\ 18- -4 4X8[13] 5X5(A1) 1-4-01 k 7-9-4 >1.‹ 6-9-12 >I< 6-9-12 >I< 7_9_4 L- 7-9-4 J . 13-7-8 -1- 7-9-4 J 29-2-0 Over 2 Supports =2534 U=173 W=5.5" R=3173 U46 W=5.5" Design Crit: I RC2012/TPI-2007(STD) ��E��P��R���FS, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.PP! O4. S/ OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components ofOregon 503)357-2118 "•WARNINGI••READ AHD FOLLOW AL1.NOTES ON THIS DRAWING! 825 N 4th Ave,Cornelius OR 97113 ••INEORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 3294PE R7 a TC DLLREF Trusses require extrema core In fabricating, handling, shipping, Installing and bracing. Raper to and follow Rr _ the latest edition of BCSI (Bud/ding Component Safety Information, by TPI and WTCA for safety practices prior to performing these functions. Installers shall provide temporary bracing par BCSI. Unlessnotedotherwise. - 175 29016 / � 10 0 PSF DATE 09/15/16 top chord.hail have properly attached structural sheathing and bottom chord shell haveo properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BGS! BC DL 7.0 PSF DRW CAUSR71 75 16259221 ,4��0�� f. sections B3, B7 or 010, as applicable. Apply places to each faceof trussrand position as shown above and on I I the Jelnt Detarla, unless n ted atharwlsa. Refer to drawlrga 1BOA_z:orantlard Plata paaltlans. Og/LS,( lA, BC LL 0.0 PSF CA-ENG RTT/RTT I Alpine, a y failure of Ibu Bd the g Components Group Inc, shall n t bo rorpfor has:or . shipping, from this CJ Fit (J1V drawing, any:ailuro to f the truss in conformance with ANSI/TPI 1, or for handling, whippl ng, .�I� AN ITW COMPANY Installation thisa.bracing of estertrusses. /r vy e. e TOT,LD. 42.0 PSF SEAN- 68355 seal on drawlag or ower page listing this drawing, Indicates acceptance of Professional 4 EV e responsibility solely for the design ahewn. The suitability and use of this drawing for any structure ie the 6'e 14,E • DUR.FAC. 1.15 FROM BB 8351 Rovana Circle reepolw ibl I ley of the Building Designer per ANSI/TPI 1 sap.z. ls Ta.l�i a Sacramento,CA 95828 For more information a this Job's general notes page and those web sites: Tao' SPACING 24.0„ ALPINE:www.alpineltw.cem; TPI:www.tpinst.org;WTCA:www.sbcindustry.com; ICC:www.lccsafe.org Renewal 6/30/2018 J REF- 1 VU47 1 7521 5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - PG) Top chord 2x6 HF #2 :T2 2x6 HF SS: :T3 2x4 HF #2: 3 COMPLETE TRUSSES REQUIRED I z Z Bot chord 2x6 DF-L 2400f-2.OE Webs 2x4 HF Std/Stud :W2, W7, W9 2x4 HF #2: Nail Schedule:0.120"x3", min. nails Top Chord: 1 Row @12.00" o.c. Special loads Bot Chord: 2 Rows @ 4.00" o.c. (Each Row) (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs : 1 Row @ 4" o.c. TC- From 75 plf at 0.00 to 75 plf at 1.88 Repeat nailing as each layer is applied. Use equal spacing TC- From 37 plf at 1.88 to 37 plf at 17.87 between rows and stagger nails in each row to avoid splitting. TC- From 75 plf at 17.87 to 75 plf at 21.21 4" o.c. spacing of nails perpendicular and parallel to BC- From 7 plf at 0.00 to 7 plf at 19.88 grain required in area over bearings greater than 4" BC- From 5 plf at 19.88 to 5 plf at 21.21 PLT- 0.60 lb Conc. Load at ( 1.83,19.99), (17.92,19.99) 120 mph wind, 18.82 ft mean hgt, ASCE 7-10, CLOSED bldg, Located PLB- 1569,42 lb Conc. Load at ( 1.88,18.23), (3.88,18.23), (5.88,18.23) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC (7.88,18.23), (9.88,18.23) DL=4.2 psf. PLB- 3740.75 lb Conc. Load at (11.80,18.23) PLB- 38.56 lb Conc. Load at (11.94,18.23), (13.94,18.23), (15.94,18.23) JT PLATE LATERAL CHORD (17.81,18.23) No SIZE SHIFT BITE [ 8] W3X5 S 3.50 Wind loads and reactions based on MWFRS. [ 9] W5X7 3.25 R 1.25 [10] W4X5 1.75 L 1.50 In lieu of structural panels use purlins to brace all flat TC @ 24" OC. [11] W4X5 3.75 L 2.25 [13] W5X7 5.00 R 3.00 Deflection meets L/360 live and L/240 total load. Creep increase factor [14] W5X5 1.75 R 1.25 for dead load is 1.50. [15] W6X8 S 1.25 1012= 4X5[10]= T2 3X5= = = 5X5[14] 8X8 91---- 79 1 A \ W7 W9 W2 \ /-� T3 0_4_1:10-10 0-5-12 10.1Q 3X5[8] III 5X7[9]= 5X7[13]= 4_18-2-4 4X5[11]= 6X8[15]- 1.5X4 III 4X8(D8R) 5X5(A1)E. 1-1-4-0J 1-10-8 4-0-14 3-11-2 3-11-2 4-0-14 2-0-0 1-10-8 4-0-14 2-0-4 3-11-4 1-10-12 4-0-14 2-0-0 L-1-10-8.J_ 16-0-0 ,j_ 2-0-0 ,j l19-10-8 Over 2 Supports R=7613 U=424 W=4" R=5267 U=421 W=5.5" Design Crit: IRC2012/TPI-2007(STD) V- PRopEy, PLT TYP. Wave FT/RT=2%%(0%)/4(0) 16.01.Pf <0 Pe1�l�� I%'/4 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 ...WARNING'''.READ AND FOLLOW ALL NOTES ON THIS DRAWING' 825 N 4th Ave,Cornelius O 97113 ••INFORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Ct. 83294PE R TC LL 25.0 PSF REF R7175- 2901 7 Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow _ the latest edition of BCS' (Building Component Safety Information, by TPI and WrcA) for safety practices prior DL 10.0 PSF DATE 09/15/16 to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. - top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rlsld telnns. 1.7=7":::::7,=,:7""=7; etaaanp she r par ne t lateral restraint ar waba snail have bracing Installers par OCs' DRW CAUSR7175 16259191- A t. sections B3, B]1. 510, as oeppllcabla. Apply pietas to'scan Paceoif Yoru 'antl posltolon es shown above antl on IIID J I the�alnt Octal la. „:leas n t,atl ot„erwlaa. R<f<r to tlrewin 1BOa_ p paaltlana. O� [�O eiv BC LL 0.0 PSF CA-ENG RTT/RTT � O ger z Para andard late Alpl ne, a tllviaion of I7W Bulltling Components Group Inc hell n b rosponalblo f any tlevfation Prom this drawing, any failure to bulla the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANY installation&bracing of trusses TOT.LD. 42.0 PSF A.eel en thio drawing or cover page listing thio drawing, 's Meet''acceptance of professional engineering 13 de.SLY 14,20_ 0 SEAN 68428 reepanslbll Icy solely far the design.Town. The suitability.nd uso of this drawing far any structure Is the S��'�,���, OUR.FAC. 1.15 FROM BB m il.m Circle raepenalbl l Icy of the Building shown. per AThe suitability... 1 Sw.z. Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: SPACING 24.0„ ALPINE:www.elpineitw.com; TPI:www.tpinst.org;WTCA; www.eb<Intlustry.con. ICC:www.rcceafa.org Renewal 8/8012018 J REF- 1 VU47 1 75Z 1 5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, 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. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. 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. Provide lateral wind bracing per ITWBCG wind bracing details or per 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. 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==-7 Ili" 9I94-3-14 ill 0-4-10 Ali ■ 11111111111161\ ■ ■ ■ ■ �� 0-4-10 „ 9-0-0 2X4(A1)= 2X4(A1)El l<-1-4-0- 1 1-4-0—>i L- 5-3-0 5-3-0 J 10-6-0 Over Continuous Support R=132 PLF U=22 PLF W=10-6-0 RL=10/-10 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) �¢Ep FROfi�S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.►ttr�,a 'xis OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon 1503)357-2118 ""WARNING■••READ AND FOLLOW ALL NOTES ON THIS DRAWING! (�, �Q TC LL 25 0 PSF 825 N 4th Ave,Cornelius OR 97113 •"IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, 83294PE REF R7175- 29018 — Trusses require extreme care In fabricating, handling. shipping, Installing end bracing. Refer to end follow ar, the latest edition of SCSI (Building Component Safety Information, by TPI and WI'GA) for sanely practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. "Alassanpotae otherwise, herwise, CA R71 75 16259192 10 0 PSF DATE 09/15/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PS F . rigid ceiling. Locations shown for permanent lateral restraint of webs shell have bracing installed per SCSI DRW us A�u `d i sections DD 87 or B10unless as applicable.other Apply places to each faceof trusst a position as shown above and an the Joint ndivisi unlese n tad otherwise.Compo Refer to drawInc. ngsSha 160o_2 Parstandard plata paeltiiati OD/l� l(,, BC LL 0.0 PSF CA-ENG RTT/RTT Alpine. ¢y failure of Ibu Building the Components Group Inc, shall not b1 responsible for any deviation from this (J FCS CIN AN ITW COMPANY "ins.l nation brat Ing ofetrus es,tress m aanrarmanaa with ANSI/TN t,or For handling, shipping, 13IOC.NTRALD. 42.0 PSF SEQN- A wool an this drawing or eager e listing this drawing, Indicates*coastwise of professional engineering Cr Li'14,200 683 79 pag r.apan.ibl l ICY**holy For raw.design shown. The suitability m euse of thio drawing for aro etraarure I.the *sell Tao• CUR.FAC. 1 15 FROM BB 8351 Rovana Circle respanslbilley or the Building Designer per ANSI/TPI 1 See,2. o Sacramento,CA 95828 Far more information see thisJob's general notes page and these web sites, SPACING 24.0„ ALPINE:ww .alpineltw.com;TPI:www.tpinst.org;MICA: www.sbcindustry,com; ICC:www,lccsefe.org Renewal 8/30/2018 J REF- 1 VU4 7 1 7521 5 w (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - LGE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 19.56 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 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. 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. Provide lateral wind bracing per ITWBCG wind bracing details or per Do not notch in overhang or heel panel• engineer of record. 2X3 studs require reinforcement at 70% of the See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind length tabulated for 2X4 studs of the same grade. bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 1.50. Shim all supports to solid bearing. 4X5= 1.5X4111 , Imo' 1.5X4111 II .1.111 9 111011111 9 li 19-7-12 3-4-4 it 4X8(R) III 0-4-10 441.1!�— IF 1.5X4111 1.5X4111 0-4-10 18-2-4 51 2X4(F1)i 15 2X4(F1) 3-11-8 >I< 3-11-8 3-11-8 3-11-8 >. 7-11-0 Over 4 Supports a R=134 PLF U=47 PLF W=7-11-0 RL=12/-12 PLF QED PROp� Design Crit: IRC2012/TPI-2007(STD) S+ PLT TYP. Wave FT/RT=2°/D(0%)/4(0) 16.01.Ir t C�13N S L�! F �0 OR/—/1/—/—/R/— Truss Com Components 503 357-2118 *'wARNINGI**READ AND FOLLOW ALL NOTES ON Txls DRAWINGiiiiiiga ! = p ) 825 N 4th Ave,Cornelius OR 97113 ••INpORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. R7 TC LL _ Trusses require extreme care in fabricating, handling, shipping, installingand bracing. Refer t end follow the latest edition of ntt1 ns. ltl sg Component Safety Information, by TPI and WS'CSI for less notedy tede other prior to performing these Pproperly Installers shell providesheath temporebo brat lag per all Lina propperly attached • _ tap chord shell have properly attached structural sheathing and bottom chord shell have a properly attached • REF 175 29019 0111164, rigid tolling. Locations shown for permanent lateral restraint of webs shall have bracing p installed per BCSI �L 10 0 PSF DATE 09/15/16 (7 sections 83. DT or B10, applicable. Apply plates to each face of trussand position as shown above and on e0 DL DRW CAOSR7175 16259193 A I' I q N 1 to the Joint Details, unlessnotedotherwise. Refer to drawings 160Ao-Z for standard plate positions, Of t BC LL II�IILJ, I Alpine, a division of ITN Building Components Group Inc, shell n t be responsible far any deviation from this 0.0 PSF CA—ENG RTT/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY 1 stat ion th s bracing of trusses. w'llty 1412oom TOT.LD. 42.0 PSF SEQN- 68279 AAseal on shim drawing or cover page listing this drawing, Indicate,socept ace of prof eelonal engineering •_[� i responsibility mately for the design shown. The suitability end use of this drawing for any structure le the V se rl gang CUR,FAC, 1.15 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI,s.q,z. FROM BB * Sacramento,CA 95828 For more matron see this Job's general notes page and tease web sites: ALPINE:www.alpineltw tom; TPI: www.tpinst.org;NTCA;www.sbeindustry.com; ICC: www.iecsafe.org Renewal 6130/2018 SPACING 24.0" J REF— 1 VU47 1 7521 5 (0916095--JT ROTH CONSTRUCTION —Medallion Mdws lot 10 -- VERIFY TIGARD, OR — L) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 19.56 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. 4X5 r�1 fli 3-4-4 4X8(R) III 4 5I I/ 0-4-10 III Allp �— 15 00 0 18-2-4 2X4(F2)G 2X4(F1) -1-4-0- I� 3-11-8 _L_ 3-11-8 3-11-8 .1..c3-11-8 3-11-8 3-11-8 ' 7-11-0 Over 2 Supports > R=345 R=476 U=11 W=5,5" RL=73/-63 �-- PRpp� Design Crit: IRC2012/TPI-2007(STD) Sx., PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0,e d1 Q'��E �O OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon 5032357-2118 wwWARNINGI". READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. R7 Trusses require extreme care In fabricating, handling. shipping. Installing and bracing. Refer the latest edition of BCSI (Building Component Safety Information, by TPI and NiGA) for [o sntl follow — to performing these functions. Installers shall provide temperer bracing safety practices ler ✓' 10.0 PSF DAT TC LL _ 5/16 top chord shall have properly attached structural y 9 par ail Unless noted otherwise. _ 25.0 PSF REF 175 29020 sheathing and bottom mora anal) have a properly attached a rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS! sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above end on rI C DL 7.0 PSF DRWEcnusROi�is1 16259194 A lI -) N 1 the Joint Details, unless rioted otherwise. Refer to drawings 160Ad-Z for standard plate positions. O� �l�j. 'L11 I Alpine, a division oilure f ITN Building Components responsible for any deviation from this '(�_U'l�l BC LL 0.0 PSF CA—ENG RTT/RTT 1 g s innacon Group Inc.shell not be AN ITW COMPANY Idnsta'IIIati n&abrec ing or trusses.build the tress conformance with ANSI/TPI 1, or for handling, shipping, "44 rsepol on thisy drawingyor the designr sign IIeen. thidrta i Inaldeuse ofothinhlde of gr farealynsl engineering t �jr ��1Tt�h�i0 OUR.FAC. 1?15 PSF SEQN- 68276 Ponsibility of It a Bur din shown. TheSI/TPI1suitability and use of tills drawing Torstructure I.the responsibility of the Building Designer per ANSI/TPI,Seca. anyFROM BB 8351 Roma Circle i Sacramento,CA 95828 For more Information see this Job's general notes page wee these web alta.: SPACING 24.0" ALPINE:www.elpinoitw,com; TPI:www.tpinat.org; NTCA: www.sbelntlustry.com: ICC:www.iccsefe,org Renewal 6/30/2018 J REF- 1 VU4 7 1 75Z 1 5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - OG) Top chord 2x4 HF #2 Special loads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 75 plf at 0.00 to 75 plf at 7.77 BC- From 7 plf at 0.00 to 7 plf at 7.77 120 mph wind, 21.49 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 631.49 lb Conc. Load at 0.69, 2.69 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 BC- 637.72 lb Conc. Load at 4.69, 6.69 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. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1,50. 1.5X4 111 JT PLATE LATERAL CHORD No SIZE SHIFT BITE 1 [ 5] W3X7 S 4.25 [ 6] W4X5 3.50 L 1.25 [ 8] W3X5 1.25 R 2,00 9I 11 4X5[6] 6-2-9 , 0--T— OEMell 4-10 J `. 18-2-4 3X7[5] Ill 3X5(R)[8] III 4X (A1) 3-8-14 3-10-10 1 12 3-8-14 4-0-6 F< 7-9-4 Over 2 Supports >1 R=1681 U=61 W=5.5" R=1495 U=61 Czsp PROF Design Crit: IRC2012/TPI-2007(STD) ,s�G SS PLT TYP. Wave FT/RT=2%g(O%)/4(0) 16.01.Sem / (14,44 'p OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon ((503))357-2118 ”WARNING1 a. READ AND FOLLOW ALL NOTES ON THIS DRAWING! V I¢ �jy 825 N4thAve,ComehnsOR97113 ...IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, X11/ 83294PE TC LL 25.0 PSF REF R7175- 29021 Trusses require extrema care In fabricating, handling, shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safoty Information, by TPI end WTCA) for safety practices prior 1 o performing these functions. Installes shall provide temporarybracing no '"�' IL 1 0.0 PSF DATE 09/15/16 g der BCS!. Unless ray attade, top chord ing.l have properly attached structural lateral sheral restraint and bottom chordsashall have a properly attachederBC e C DL 7.0 PSF rigid nal I Ing. Locations,-0 , a shown for permanentlplateal otnoon rt of wets hen have bracings installedae and BCSI DRW CAUSR7175 16259195 A�u l sections BD ai07 or unless as applicable.otedotherApply plates to each face of cru tend position as shim,.bows on ' O I the Joint Ottani, unless n otherwise. Refer to drawings Sha,BDA_z farce lord plata any deviation 0800 BC LL 0.0 PSF CA-ENG RTT/RTT 1 Alpine, a y failure of ITN Building the Components group Inc, shall not bo rorpfar bio for any tlpping,on From this drawing, any fairace to build the truss in conformance with ANSI/TPI ,, or far handling, Shipping. 11 4 v(/Ly 14,xoiP 0 TOT.LD. 42.0 PSF S EQN- 68295 AN ITW COMPANY installation ron&bracing tr trusses. A.sal on MI•drawing or cover page listing this drawing, Indicates seeeptmrce of professional engineering S responsibility solely for the design shown. The suitability and use of this drawing for any structure le the Vse 1S T a opo OUR,FAC. 1.15 FROM BB 8351 Rovana Circleresponsibility of the Building Designer per ANSI/TPI 1 Seo.2. 5 Sacramento,CA 95828 For more Information see this,lob's general notes page and these web sites: ALPINE:www.alpineitw,com: TPI:www.tpinet.org:WTCA:www.sbc,ndustry.com: ICC: www.iccsafe.org Renewal 6/8012018 SPACING 24.0" JREF- 1VU47175Z15 (0916095--JT ROTH CONSTRUCTION —Medallion Mdws lot 10 -- VERIFY TIGARD, OR — 0) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 20.99 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC OL=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 Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 111 Id 1.5X4 •• 6-2-9 9 0-4-10 ► UA `� 18-2-4 / 3X5(R) III 2X4 Al L1-4-0 .1 3-8-14 3-10-10 1 12 F7-9-4 Over 2 Supports >{ R=470 W=5.5" R=328 U=55 RL=145/-55 Design Crit: I RC2012/TPI-2007(STD) e�e0 PROP ,. PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.00 I 4.,X36N EF I'0 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components Oregon of (503)357-2118 ”VODUYINGIew READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N 4th Ave,ofs OR 97113 awlNEORTANTe• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. IL ..i.of 41 TC LL 25.0 PSF REF 87175- 29022 Trusses require extreme care in fabricating, handling, shipping, installing end bracing. Refer to and follow fthe latest edition of(SCSI (Building Component Safety Information. by TPI and WICA) for safety practices prier DL 10.0 PSF DATE 09/15/16 to performing these functions. Installers shall provide temporary bracing per BC51. Unless noted otherwise, , top chord shall have properly attached structural sheathing and bottom chord shall have a properly a ached C truetu £a rigltl calling. Locations ehuwn for permanent late rel restrelnt of wpbs:hell have bracing installedtper Bc51 tions B3, B]or B1D. as applicable. Apply plates to each£ace o£t and poeltlon as shown above and o r��'C' �eC DL 7.0 PSF DRW CAUSR7175 16259196 Q 1 the Joint Details. unless noted otherwise. Refer to drawings 1600-Z for standard plate positions. OD1/] pv/}A' BC LL G L�L �� I Alpine, a division ITN Building Components Group Inc. shall not be responsible far any deviation from this V111SSSeehq 0.0 PSF CA-ENG RTT/RTT drawing, any failure to build the truss In conferments with ANSI/TPI 1. or for handling, shipping, AN ITW COMPANY inntallotion&bracing of trusses. 11 "lift zoo° n� TOT.LD. 42.0 PSF SEQN- 68291 A seal on lnl this drawing Cr cover page listing this drawing, Indicates acceptance of professional engineeringr14, •� ty solely for the designesi *man. Th.TPIsuitability1Seg. use or this drawing for any structure 1.the SS @ 11,Q.a n•,� DUR.FAC. 1.1 5 FROM BB 8351 RovanaCircle responsibility of the Building er per 0Th. I 1 sw.z, • Sacramento,CA 95828 For more Information see this Jobs genoral notes page and these web sites: ALPINE:www.nlpineitw.co, TPI:wwa.tpinst.org: WTCA: www.sbdlndustry,cami ICC:www.iccsafe.drg Renewal 6130/2018 SPACING 24.0" J REF- 1 VU4 7 1 75Z 1 5 THIS on PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - OGA) Top chord 2x4 HF #2 Special loads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 HF Std/Stud TC- From 75 plf at 0.00 to 75 plf at 7.77 BC- FrolfOf 120 mph wind, 21.49 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 344.60 lb7Conc.at Load at to 2.06,74.06,at 6.06 7.77 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Right end vertical not exposed to wind pressure. load applied per IRC-12 section 301.5. JT PLATE LATERAL CHORD Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. No SIZE SHIFT BITE [ 5] W3X5 S 3.25 1.5X4 111 1 1,1 9 7 3X5 40 6-2-9 A4III 0-4-10 /I • ■ -T- wimall J *18-2-4 3X5[5] III 3X5(R) III 3X (A1) 3-8-14 3-10-10 1"12 3-8-14 4-0-6 f" 7-9-4 Over 2 Supports R=827 U=41 W=5.5" R=844 U=39 so PLT TYP. Wave Design Crit: IRC2012/TPI 2007(STD) 'o PRt�pFSs FT/RT=2/6(0/9)/4(0) 16.01,.0 I) ,hoist 1t` 'p OR/-/1/-/-/R/- Scale =.437511/Ft. Truss Components of Oregon ((503 357-2118 •*WARN!NW•• RFAO ANO FOLLOW ALL pions ON THIS DRAWING! 825 N 4t1)Ave,Cornelius OR 9713 ••INpoRTANr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Ld (/ 83294PE OPp TC LL 25.0 PSF REF R7175- 29023 _ Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCS! (Building Component Safety information, by TPI and WTCA) for safety practices prior to performing she theav functions. Installers churl provide sheath temporary bracing per all have e a properly operly tpheerwise. C DL 7 0 PSF DRW DL 10 0 PSF DATE 09/15/16 top chord shall have properly attached structural sheathing and bottom chord shall M1eve a pr perry attached ,0411164 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed r Bcsl CAUSR7175��O`� T. sections B3, B7 or 8116, es applicable. Apply plates to each faceoftrussC position as shown above and on 5 1 62591 J I the Saint nataila, la,a n e a�,erwl,a. Rerar to drawinga 166A_Z Parandard plate Posltlona. O� F�O BC LL 0.0 PSF Alpine, a y failure of ITN Building truss inacon croup Inwi shall n t bo responsible Per any dealatlon Prem this CA-ENG RTT/RTT dnstall any failure to f truild the truss In conformance rmanca wl ta,AN51/TPI 1, ar For hantlling, chipping, AN ITW COMPANY Installation s bracing or trusses. _ A seal on this drawing or cower pegs listing this drawing, indicat...oa.ptenn of profession.!engineering Nr it, 14,20� qC TOT.LD. 42.0 PSF SEQN- 68293 reepan.lbl l ley solely for the design shown. The eultebillty and use of this drawing for any structure is the %Ca .q.an�i DUR.FAC. 1.15 FROM BB e 8351 Rovana Circle responsibility or the Building e.algner per ANSI/Till 1 s.e.z. en Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: .0' ALPINE:www.elpineltw.com: TPI: www.tpinst.org:WTCA. www.sbcindustry.com; ICC:www.iccsare.org Renewal 6/30/2018 SPACING 24 J REF- 1 VU47 1 75Z 1 5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - J) Top chord 2x4 DF-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 II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 HF Std/Stud :W3 2x4 HF #2: 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. 1.5X4 III I • I9 6-3-8 4X50 �� 1 N Kil�ll 1-0-2 ' " 9-0-0 if 4X5= 1.5X4 III 2"12 6-9-12 212 6-8-0 1'2 1.= 7-0-8 Over 2 Supports R=317 U=31 R=310 RL=31/-86 Design Crit: I RC2012/TPI-2007(STD) 4iteD PR0/c�S3� PLT TYP, Wave FT/RT=2%(0%)/4(0) 16.01.0$ I •4,IC�W ttit� 0 OR/—/1/—/—/R/— Scale =.4375"/Ft. Truss Components of Oregon ((503))357-2118 '"WARNINGI"•READ AND FOLLOW ALL NOTES ON THIS DRAWING! 9' g3294PE p TC LL 25.0 PSF 825 N4thAve,COmeliusOR97113 "I IrrANr" FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7 175—Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow it the latest edition of BCSI (Building Component Safety Information, by TPI and MCA) far safety practices prior to performing these functions. Installers shall provide temporary bracing per BCS1. Unlessnotedotherwise. . 29024 "''r DL 10 0 PSF DATE 09/15/16 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral train of webs shall have bracing Installed per BCSI C DL 7.0 PSF DRW CAUSR7175 16259198 �4�I=1 i sections ai or unless as noted other Apply plates to drawings face of trussand position as shown above and on L I the Joint 3, 87 o unless n ted applicable. Raper t wings ace of for standard d plate as sh wns, I Alpine, a vision of ITW Building Components Croup Inc .hal,not be responsible for any deviation from this Oil ( 1 BC LL/18 0.0 PSF CA—ENG RTT/RTT drawing, anyfailureto build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY i stal lou on a bran mg of trusses. An seal on this drawing or cover page listing this drawing, iwdicat...eeeptenea.f pref.sslan.I engineering !f `�/l Y�q 7od� TOT.LD. 42.0 PSF SEQN— 68400 re.paw.lbl I Ity solely for w d..l{pi.has,. The suitability and m».f this drawing far.ro structure I.the Sse�f.�a��t DUR.FAC. 1.15 FROM BB 8351 RumaCircle ra.pmnabn,ty or w Building Designer per ANSI/TPI t s.e,z. • Secramenlo,CA 95828 For more information see this Jobs general notes page and these net sites: ALPINE:wow.alpineltw,eom: TPI: www,tpinst.org;WrCA:weiw,sbeindustry.com: ICC:sites: Renewal 6/30/2018 SPACING 24.0" J REF— 1 VU47 1 75Z 1 5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - CGE) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot cWWebs 2x3 HF #2 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4,2 f. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. 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. Right end vertical not exposed to wind pressure. Do not notch in overhang or heel panel. wind Provide lateral wind bracing per ITWBCG wind bracing details or per See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gableengineer of record. 2X3 studs require reinforcement at 70% of the length bracing requirements, tabulated for 2X4 studs of the same grade. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase factor applied per IRC-12 section 301.5. for dead load is 1.50. 1 p 9 0 d 5-7-1 It P 0-4-10 ��'i i i i i —1— 0 10-0-0 / l`•J 2X4(A1) L1-4-0 .1 k6-11-4 Over Continuous Support >{ R=129 PLF U=36 PLF W=6-11-4 RL=43/-8 PLF Note: All Plates Are 1.5X4 Except As Shown. EQ PROF` Design Crit: IRC2012/TPI-2007(STD) Its° PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.►, 0 elk E.. ‘r/S% OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components ofOre on f503)13 •'WARNING!ew READ AND FOLLOW ALL NOTES ON THIS DRAWING! U, 825 N4th Ave,COMPIMSOR 97113 '•IWPDRraxr•• FURNISH THIS DRAWING TO ALL COIffMCTORB INCLUDING THE INSTALLERS. R 1. TC LL 25.0 PSF REF R7175— 29025 — the latest edition of(SCSI (Building Component Safety Information, by TPI and WTCA, for safety practices prior Trusses require extreme care In fabricating, handling. shipping, Instaliing and bracing. Refer to and follow fix . DL 10.0 PSF DATE 09/15/16 o performing these functions.tinstellars"ahell provide tenporarybrach ng per BC51. Unless noted otherwise,,011164., w Cop chord shall have properly attached sCr t rah sheathing and bottom chord shall have a properly attached iiii rigid eel l Ing. Location shown for permanent"lateral restraint of webs shall have br Ing Installed per BCSBC DL 7.0 PSF DRW CAUSR7175 16259199 .4�I O`� ; sec Ions B3, B7 or 810, as applicable. Apply plates to each faceoftrussand position as shown above and on ' L 11 I the Joint Oetells. unless n tetl otherwise. Rafe o drawings 16pA-Z for andard plate paaltlena. BC LL I Alpine, a dlvlslen of ifyl Bulhtling Ocmpan a Group Inc ahali n t be responalbie Par any tlavlatlan from this 0� 1 0.0 PSF CA-ENG RTT/RTT drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation&bracing of trusses. 15 `61.Y44,20* _p, L` TOT,LD. 42.0 PSF SEQN-seal on this drawing or cover peg.listing this drawing. Indicate.acceptance of prefeeelcnal engineering 4 `ZLY 44,20� Q! 68272 responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the 8351 Rovena Circle retponeiblilty of the Building Designer per ANSI/TPI 1 Sec.2. ss a l)Tar t OUR.FAC. 1.15 FROM BB Sacramento,CA 95825 For more Information a a this Jobs general notes page and these web sites: SPACING 24.0" ALPINE: www.eipineltw.com;TPI:www.tpinst.org;ATCA:www,sbcindustry.com; ICC:www.iccsafia.org Renewal 6/30/2018 JREF- 1VU47175Z15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - C) Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac,=1.15 / Plate Dur.Fac.=1.15) TC- From 75 plf at -1.33 to 75 plf at 1.85 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- From 5 plf at -1.33 to 5 plf at 0.00 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6,0 psf, wind BC BC- From 7 plf at 0.00 to 7 plf at 6.94 DL=4.2 psf, BC- 23.96 lb Conc. Load at 2.00 BC- 31.87 lb Conc. Load at 4.00 Wind loads and reactions based on MWFRS. BC- 87.21 lb Conc. Load at 6.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. V R=72 AL 10 11-5-12 9 1-9-4 G 0-4-10 4 .. 10-0-0 0-1- 8 2X4(A1) LE-1-4-0---->1.,=-----1-10-3 >lc 5-1-1 >J `= 6-11-4 Over 3 Supports >I R=259 U=18 W=5.5" R=109 U=6 Design Crit: IRC2012/TPI-2007(STD) .01- PR�p�s PLT TYP. Wave ••wARNINGI••peAonpBFOLLorAFTr/RTM%(0h) 4(0) 16.01 .0e� t �1F `s'/� OR/-/1/-/-/R/- Scale =.75"/Ft. Truss Components o£Oregon 1503)357-2118 �� 83294PE 'Q TC LL 25.0 PSF REF R7175— 29026 825 N 4th Ave,Cornelius OR 9X13 ...IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING Tr E INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing end bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and RICA) far safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise.erwise. A 09/15/16 n DL 10.0 PSF DATE tap chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7 0 PSF rigid telling. Locations shown for permanent lateral restraint of webs shell have bracing installed per BCSI DRW C USR71 75 16259200 s�• sections B3, R]or Big, as applicable. Apply plates to each face of trussrand position as shown above Octon J 1 the Joint Dat::la, ":lean n tad hsrwiaa. psf to z:-:::, rawings looA_z for :nand plate poaationa. Oa/h[6O BC LL 0.0 PSF CA-ENG RTT/RTT I I Alpine, a tlivlslon of ITW Rulltling Components Group Incatoll net be reaponsiblo for any tlevVatlon from this i drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, _ AN ITW COMPANY installation A bracing of trusses. �" `1/!Y 14 200® .5' TOT.LD. 42.0 PSF SEQN- 68263 A seal on this drawing or cover pegs listing this drawing, Indicates acceptance of professional unglneerinp 4 8351 Rovana Circle responsibility SolelytBuildingdDesig per ANSIsuitability PI 1 Sec 2 and use of t 1.drawing for an structure 1.the SS.e1t Tao DUR.FAC. 1.15 FROM BB • Sacramento,CA 95828 Far more information see this Jobs general notes pogo end these web sites: JREF- 1VU47175Z15 ALPINE:wew.alpineitw.com;TPI: www.tpinst.org;ATCA. www.sbcindustry.com; ICC: waw.iccsafe.org Renewal 6/30/2018 SPACING 24.0" (0916095--JT ROTH CONSTRUCTION —Medallion Mdws lot 10 -- VERIFY TIGARD, OR — C1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 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 load DL=4.2 psf. applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. �� ® 12-11-12 It 9 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiiiiiiiinimi* +.10-0-0 R=122 U=14 °' r 3-3-4 0-3-8 0-4-10 �� I, 2X4(A1) L-1-4-0 '‹ 3-10-3 al< 3-1-1 >1 1< 6-11-4 Over 3 Supports R=327 W=5.5" RL=63/-37 R=102 Design Crit: IRC2012/TPI-2007(STD) ,0tso PFtt7F�s PLT TYP. Wave FT/RT=2°/8(0°/8)/4(0) 16.O1.r`" � w. _ Truss Components of Oregon (503))357-2118 ..INUN1NGI"REAM AND FOLLOW ALL NOTES ON THIS DRAWING, - 1/ - - =.5"/Ft. $25N4tiTAve,ofOre Cornelius ..IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 294PE R _ Trusses require extreme cera in fabricating, M1endling, shipping, Installing and bracing. Refer to end fellow ■4 • /R/ Scale _ 83 '� �'��TC LL 25 0 PSF REF 7175 29027 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installersstructural shell provide sheath mand bo bracing per all eUnless properly rof rly attachede, BC DL .■•"' DL 10 0 PSF DATE cop chord shall have cruet rel sheathing and bottom chord shell have 09/15/16 properly attached s a p arty attached rigid e�lling. Leeatlana:hewn far permanent"lateral raatraint of webs:hall have bracing Inatallad par OCSl 7.0 PSF DRW CAUSR71 75 1 6259201 A n O�0 i sections 83. B]or B1D, es aoppllceble. Apply plates to each faceoof tru a M position es mho shove entl an I'[1==, the Joint Details, unless noted otherwise. Refer to drawings 160A-Z forstandardplate positions. O^I ^^. I Alpine, a division of ITN Building Components Group Inc, shall not be responsible for any deviation from this LMh /L�]JL�JT]�t, BC LL 0.0 PSF CA-ENG RTT/RTT drawing, anyfailure to build the AN ITW COMPANY Installation 8,bracing of trusses.truss In conformance with ANSI/TPI 1, or for handling, shipping, "�tY ops. TOT,LD, 42.0 PSF I�bllli•draw trip ar aawr p•g,listing this drawing, indicate,.ppmptane.at professional•nGihwmring 1 14,a tp' SEQN— 68265 A ty•bl.ly Tar din dD.ain.ha.n• Th.suitability and".,or this drwl W Tor aro wtrdtturo the S egg Tin a OUR.FAC. 1.15 FROM BB 8351 Rovana Circle responsibility or thesly fo!the Designer per ANs sui 1 sec.z, Sacramento,CA 95828 For more Information see this job's general notes page and these web sites: ALPINE: www,alpineltw.com; TPI:www.tpinst.org;',RCA:www,sbcintlustry,com; ICC: wew.iccsafo.org Renewal 6/8012018 SPACING 24.0" J REF- 1 VU47 1 75Z1 5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - C2) 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 DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. �� 14-5-12 R=188 U=26 9 4-9-4 If 0-3-8 0-4-10 �� —1--0 J 4_10-o-o , 2X4(A1) e-1-4-0 >1< 5-10-3 >IF1-1-1J �< 6-11-4 Over 3 Supports R=398 W=5.5" RL=88/-46 R=108 �+,o PROFS Design Crit: IRC2012/TPI-2007(STD) ,LF. SS, PLT TYP. Wave FT/RT=2%(0°/O)/4(0) 16.01.1.°-0 �N ' �0 OR/-/1/-/-/R/- Scale =,5"/Ft. Truss Components of Oregon ((503))357-2118 ewWARNING1ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Cornelius OR 97113 ••INFORTANrwe FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 83294PE TC LL 25.0 PSF REF R7175- 29028 Trusses require extreme care In fabricating, handling, shipping, Installing end bracing. Refer to and follow 44. oiss the latest edition of BCS! (Building Conponont Safety Information, by TPI and WTCA) for safety practices prior to performing he tM1hav!properly. Installers churl prase temporary bracingper BCS.. Unless;operly attached DL 7 0 PSF C �L 10 0 PSF DATE 09/15/16 cop chord shell have properly attached structural sheathing and bottom chrd shell have a properly attached .n rigid ceiling. Lecatione show.,for permanent lateral restraint of webs shall have bracing Installed per gcS1 DRW CAUSR7175 16259202 Oigiblk A L )d sections 83. ai or D, as applicable.other Apply plates to winM1 faceoffor and position as shown above and on L he Joint Details, unless noted otherwise. Refer to drawings 180A-Z forStandardplate positions. 0� l6TA BC LL l Alpine, a division of ITW Building Components Groep Inc. shall not be responsible for any deviation from this 0.0 PSF CA-ENG RTT/RTT drawing, any failure to bulla the truss In conformance with ANSI/TN 1, or for handling, shipping, 11 AN ITW COMPANY installation A bracing of trusses. <,S,,&,... �(:Y14,2eO' ,4 TOT.LD. 42.0 PSF SEQN- 68267 A oral on this drawing Sr cover page listing this drawing, Inchoate*acceptant.of profeoeion.I engineering responsibility li solely far the design shown. The suitability and use of this drawing for any structure Is the se 11 T ail 8351 Rovana Circle roup.nelnl l lty of the Building Designer per ANBLTPI 1 Soc.=. OUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more Information see this Jobs general n s page and these web alter: SPACING 24.On, ALPINE: w .alpineltw,com; TPI:www,tpinst.org:WTCA:www,abcindustry,com: ICC:wan, Renewal 818012018 J REF- 1 VU4 7 1 75Z 1 5 ww, • (0916095--JT ROTH CONSTRUCTION —Medallion Mdws lot 10 -- VERIFY TIGARD, OR - C3) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located 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 Right end vertical not exposed to wind pressure. for dead load is 1,50. 1.5X4 III 5-7-1 9 V 0-4-10 riCJI `i) 10-0-0 1.5X4 111 2X4(A1) L. 1..4...0=.16-9-8 112 {' 6-11-4 Over 2 Supports -.:-...iR=435 W=5.5" R=289 U=22 RL=102/-51 DEQ PRQp,. Design Crit: IRC2012/TPI-2007(STD) .'E SS PLT TYP. Wave FT/RT=2%D(0%)/4(0) 16.01.eict L " �0 OR/-/1/-/-/R/- Scale =,4375"/Ft. Truss Components of Oregon 1503)357-2118 ..WWWINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 825 N 4t1�Ave,Cornelius OR 913 ••IrroRTAxr•• FURNISH THIS DRAWING TO ALL CONDUCTORS INCLUDING THE INSTALLERS. �TC LL 25.0 PSF REF R7175- 29029 eir Trusses require extreme care In fabricating, handling shipping. Installing end bracing. Refer to end follow '//'. the latest edition of BGSI (Building Component Safety Information, by TPI and WTCq for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI. Unless noted therwise, C DL 10.0 PSF DATE 09/15/16 ,041164 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid eel I Ing, Locations shown for permanentlateral restraint of webs shell have bracing Installed per BCSI t C DL 7.0 PSF DRW CAUSR7175 16259203 ,4 L1 O`� sections g3, B]ar 010, as applicable. Apply plates to each facea of truss and position as shown above and on L 11 I the lolnt Details, unless noted otherwise. Refer to drawings 160A.Z for y standard plate positions. 0� � Alpine, a division of ITW Building Components Group Inc, shall not be responsible for any deviation from this '(� BC LL 0.0 PSF CA-ENG RTT/RTT drawing, any failure to build the truss in conformance with ANSIITPI 1, or for handling, shipping, C AN 1TW COMPANY instal Iatl an f bracing of trusses, 44r14,200 �a A seal en this drawing or cover page listing this drawing, Indicates acceptanee of prmf a.ional engineering 4S •tQ/ TOT.LD. 42.0 PSF SEQN- 68269 responsibility solely for the design shown. The Suitability and use of this drawing for any structure is the e ell Tao n 8351 Rovana Circle responsibility of the DelIdllg Designer per ANSI/TPI 1 5.d.2. OUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this lobs general notes page and these web sites: ALPINE:www.elpinoitw.com; TPI:www.tpinst.org;WTCA: www.sboinduatry.com: ICC: www.iccsafo.org Renewal 61301201$ SPACING 24.0" J REF- 1 VU47 1 75Z 1 5 (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - B) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Special loads Bot chord 2x4 HF #2 (Lumber Dur.Fac,=1.15 / Plate Dur.Fac.=1.15) 120 mph wind, 18.77 ft mean hgt, ASCE 7-10, CLOSED bid Located TC- From 75 plf at -1.33 to 75 plf at 1.85 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0bldg, wind BC BC- From 5 plf at -1.33 to 5 plf at 0.00 0 DL=4.2 sf. psf, BC- From 7 plf at 0.00 to 7 plf at 7.94 P BC- 23.96 lb Conc. Load at 2.00 Wind loads and reactions based on MWFRS. BC- 31.87 lb Conc. Load at 4.00 BC- 87.21 lb Conc. Load at 6.00 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 1.50. V R=98 U=1 • 419-8-0 9 1-9-4 k 0-4-10 ' / 1 // 18-2-4 0-3-8 2X4(A1)E,-- LE---1-4-0 X4(A1)L 1-4-0 'L 1-10-3 >L-c 6-1-1 2,1 l 7-11-4 Over 3 Supports .-1 R=254 U=28 W=5.5" R=112 U=1 �Eo PROFS" Design Crit: IRC2012/TPI-2007(STD) 4.. S%, PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.s,"k A Pi F�. �O OR/-/1/-/-/R/- Scale =.75"/Ft. Truss Components of Oregon (503)3572118 eerARNiNBIee READ AM FOLLOW ALL NOTES oNTHIS DRAWING! w 825 N 4th Ave,Cornelius OIL 97113 ••IIroRTANr•• FURNISH THIS DRAWING to ALL COMM/ORS INCLUDING THE INSTALLERS. 83294PE R7 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow 7 TC LL 25 0 PSF REF 175 29030 the latest edition of BCS! (Building Component Safety Information, by TPI and NTCA) for safety practices for to performing these fproperls. installers shell provide ng and bracing per BCS!. Unlessnoted otherwise, C DL , top pchorderforming shall have properly attached structural to end bottom chordngp shall heves aproperlynoted attached Ta :.:,n'c:1;;71,7 Locations:hewn far porms,ont lateral restraint of ansa shell have bra:I,gl nstalletl per BCsI COL 10 0 PSF DATE 09/15/16 ,4�lro� I er unless no pl!cable. Apply places to wing fa<ef for nd dslt to as shown abase.ntl en 7.0 PSF DRW CAUSR7175 16259204 1 the Joint Retells, lase ted otherwise. Refer o drawings 160A-Z Porsstandard plate positions. QQ/1��1 Alpine, a division of 1Tf Building Components Group Inc, shall not be responsible far any deviation from this Uri(E"(�effli BC LL 0.0 PSF CA-ENG RTT/CTT drawing, any failure to build the trues in conformance with ANSUTPI 1, or for handling, shipping, ITW COMg4NY installation&bracing of trusses. � AN ‘110.14,28°C TOT.LD. 42.0 PSF SEQN- 68248 rwpsr lbl this drawing or savor page lifting this erasing, Indleatw ocoeptesf of professions!emglneering ! ty solely Por tap assign shown. Toe suitability and use at this drawing for airy atrueure la to S`4et!Tan li 835I tzovan,Circle f.wpa,r16111q of the Building Designer per ANSI/PI I B.a.2. DUO.FAC. 1.15 FROM BB Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: ALPINE:.ww.alpineltw.cem; TPI:www.tpins4org; RCA: www.ab:industry,cam; ICC: www,iccsaPe.mrg Renewal 6/30/20188 SPACING 24.0" J REF- 1 VU47 1 75Z1 5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0916095--JT ROTH CONSTRUCTION -Medallion Maws lot 10 -- VERIFY TIGARD, OR - 61) Top chord 2x4 HF #2 120 mph wind, 19.52 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 DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. _4.2111_2_0 R=126 U=23 3-3-4 9 I _l_ 0-3-8 0-4-10 ►I JI 418-2-4 2X4(A1) L-1-4-0 >1< 3-10-3 >J< 4-1-1 S� I` 7-11-4 Over 3 Supports R=331 W=5.5" R=116 RL=78/-38 Design Crit: I RC2012/TPI—2007(STD) CEO PRO PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.; 4114 F S'i0 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon ((503)357-2118 '•WARM RNI H READ AND FOLLOW LLL ONTRA ON TNIS INCLUDING DRAWING! !G� FiA p TC LL 25.0 PSF REF R7175- 29031 825 N 4th Ave,Cornehua O)2 97113 '•IMPORTANT• FURNISH THIS DRAWING TO ALL CONTRACTORS IxeL(a)INe TraB INSTALLERS. Al 83294PE Trusses require extreme care In fabricating, handling. shipping, Installing end bracing. Refer to and follow DL 10.0 PSF DATE 09/15/16 the latest edition of BCSI (Building Component Safety Information. by TPI and WTCA) for safety practices prior to performing the functions. Installers shall provide temporary bracing per GCS!. Unless noted otherwise, f.. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS DRW CAUSR7175 16259205 A L,L0i[1 N 1 sections Ba, 87 or B10unless as voted other. Apply plates to each faceof truss nd plate as shown above and on I the Joint patelli, unless n ted otherwise.Gcrose. Refer to drawInc. ngsshe 160o-Z for standard sibl plate any deviation VI\GV VI1 I Alpine,a division of ITT Building Componea group Inc. shall not be responsible for any tlevlsclon frau this 0 BC LL 0.0 PSF CA—ENG RTT/RTT drawing, any failure m build the truss in contormarrce with ANSI/TPI ,, or for noodling. Shipping, TOT.LD. 42.0 PSF SEQN— 68250 AN ITW COMPANY Instal lotion 8 brat lig of trusses. A goal on is icates Y 8351 Rovana Crcle responsibility odrawingt ny.afpeilthe ailpierr per ANSI suitability eitabTPI .1 2�� of this 1 rw"prfar ma•t1��.is w �eseiliTan t� DUR.FAC. 1 15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: SPACING 24.0" JREF— 1VU47175Z15 ALPINE:wew.alpineltw,com; TPI:ww..tpinat.org;IBCA:ww,sbcindustry.cnm; ICC:w..iccsafe.org Renewal 6/80/20"'.n _ f THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - 62) Top chord 2x4 HF #2 120 mph wind, 20.27 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 DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load js 1.50. 11 2-8-0 R=191 U=42 4-9-4 9 It 0-3-8 0010110111 0-4-10 p __k__--I— ►� �� +18-2-4 ) 7 2X4(A1) L-1-4-0 L 5-10-3 =--- 2-1-1-- J I< 7-11-4 Over 3 Supports R=405 W=5.5" RL=111/-47 R=121 Design Crit: IRC2012/TPI-2007(STD) le.so PROp� PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.►; 0 -�l16v EF s% OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 **WARNING!**READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF R7175— 29032 825 N 4th Ave,Cornelius OR 97113 "IIrBNTnNr" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /'• 4. 3284 1. TC LL 25.0 PSF Trusses require extreme fabricating, �f/ $ PE R care In rg,handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and WrCA) for safety practices prior 46 .../.r to performing ha chhav functions. Installers:hail providessheathing ng and by tomclh9 per ensl,r Ue a properly attached•. R7 7 6 59206 Cop chord shall have properly attached structural aMatM1lSa and bottom chord shell have a properly attached ' 1 0 PSF DATE 09/15/16 rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS BC DL 7.0 PSF DRW CAus 1 s 1 2 nII sections Ba, B7 or BIB, as applicable. Apply plates to each Teea of trussand position as shown above and o ..4 I' O i ; the Joint natalls, unless noted onta---.....::z.:: wlae�Refer to drawing:160Ao-Z far:tanderd plate posiilans. " J��N I Alph,a mel:Ian ar rn Baumng compo :croup inti ahan n t ba responsible far any daalatian from this O6 J BC LL 0.0 PSF CA-ENG RTT/RTT drawing, any failure to bulla the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITV/COMPANY installation&bracing of trusses. c TOT.LD. 42.0 PSF SE N- 68252 A seal an this drawing or cover page listing this droving, indicate.acceptance of prarm..lelrl engineerinp 4 SLY 44,26� m SEQN- solely Wer the design shown. The suitability rhe we or this Crewing War any.tnaots. the e 8351 Retail,Circle r•.pr.Ibllity or the Building Designer per ANSI/TA!+Seas. S'eii Tar<< DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 Far more information aa.this.tpi Saba general notes pages and thea .IC sites: SPACING 24.0" JREF- 1VU47175Z15 ALPINE:www.elpinaltw.eem; TPI:wws.tpinst.erg;WTCA:www.abclnduatry.com; ICC:www.lcceafe,arg Renewal 6l80/208 (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - 63) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 21.05 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 Right end vertical not exposed to wind pressure. for dead load is 1.50. 1.5X4 III 1 1.5X4 4. 6-4-1 9 o 0-4-10 � �� J 1!) 18-2-4 I 3X5(R) III 2X4 Al L1-4-0J 4-1-13 3-7-11 1"12 7-11-4 Over 2 Supports >1 R=478 W=5.5" R=335 U=56 RL=148/-55 Design Crit: IRC2012/TPI-2007(STD) 0.0 PROF-' PLT TYP. Wave FT/RT=2%(0%)/4 0) 16.01,• ssi _ Truss Components of Oregon (503 357-2118 ewWARNINGI••READ AND FOLLOW ALL MBTES ON THIS DRAWIN6l - - 1/ - - _ �. OR/ / I 825 NAtliAve,ofOreusOIt 9713 "IwwtTAwr" FURNISH This oRNR1No To ALL CONTRACroRs INGLuoiNo TRE INsrAUERS. 'Ci 83294PE 41'\ TC LL REF Scale R7175-5 Trusses require extreme care In fabricating, handling, shipping, Installing end bracing. Refer to and follow R "/Ft 25 0 PSF the latest edition of BCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior to performing thea.functions. Installers shall Provide temporary bracingper SCSI. Unless notedotherwise, , - / DL 10 0 PSF 29033 rigchord shall have properly attached structural sheathing and bottom chord shall have DATE 09/1 5/1 6 id ceiling. ocations shown for r e n properly attached BC DL permanent plateal restraint of feta shave bracing es Installed perBCS7.0 PSF DRW CAUSR7175 16259207 .4�-,L�)�� ; sections 63, 67 or Btg, as applicable. Apply plates to each face of truss and position ea show,above and on J I the Joint Oatal ls, unless notwtl oeherw,sa. Refer to tlrerings 160A-Z Pors antlartl plata posltlons. Alpint, o tl,vlalan of ITR Bu„dl„g Crmpernnta grerp,,�_ aha„ t ba rtspons,blo far any tlae,at,e„Pram this 0efNeftd BC LL 0.0 PSF CA-ENG RTT/RTT drawing, any failure to build the trues In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Installation a bracing of trusses, TOT.LD. 42.0 PSF A...I rn ul.dr..lng or mover peg.I Iatlro en 1.dr.wlng, lnalr.bm.rdwt.e►rf pref...lamel.rolnearing 14 `l/(Y 14,20� m SEAN— 68254 r.psw mlliT,y.elwiyd.wlg,i ehrrn. TII.wlt.Ol iIry of ui.dewing ler i.ns • 8351 Rovana Circle rwpan.lblalty of the Building signer per ANSI/Tpi 1 s.e.z. 11,121 is Tata DUH.FAC. 1.15 FROM BB Sacramento,CA 95828 For more Information see this Jobs general notes page and these nob sites: ALPINE: w.alpineltw.com; TPI: wwbwww.iccsafe.org PTCA: www.ecinooatry,com: ICC:w .iccsafe.org Renewal 6/30/2018 SPACING 24.0” J REF- 1 VU47 1 7521 5 w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - 64) Top chord 2x4 DF-L 2400f-2.OE :T2 2x4 HF #2: 120 mph wind, 20.83 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. In lieu of structural panels use purlins to brace all flat TC a 24" OC. 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. Right end vertical not exposed to wind 9 p pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 III 4X5''''''T2 1191 , 5-8-15 5-10-13 9 111 0-4-10 �. ■ J 18-2-4 i 1.5X4 III 2X4 Al 1.5X4 HI L1-4-0,J F 7-4-4 >l7"H L 7-4-4 �,7_I Ec 7-11-4 Over 2 Supports R=478 W=5.5" R=335 U=49 RL=137/-53 Design Crit: IRC2012/TPI-2007(STD) iso PROFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.'' r Gti� SSS OR/-/1/-/-/R/- Scale =.375"/Ft. Truss ComponentsofOregon ((503)357-^_118 ••WARNING I••READ AND FOLLOW ALL NDTES ON THIS DRAn■ct 825 N 4 ti Ave,Cornelius OR 97113 ••nrD■rANr•• FURNISH THIS IIRA■LIG TD ALL cagrRAeTgas INCLUDING 1t L¢INSTALLERS. �CD $3294PE.� 9 TC LL 25.0 PSF REF R7175— 29034 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow psa. the latest edition or BCSI (Building Component Safety Information, by TPI and MBCA)for safety prectices prior Me /` DL 100 PSF 00. DATE 09/15/16 _ to performing theca functions. Installers anon previae temporary bracing per SCSI un Las no otherwise. R 16259208 top chord shall have properly attached structural ...thing and bottom chard shell have a properly had rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BC DL 7.0 PSF BC DRW CAUSR7175 75 A��^�d 1 Inactions 83, B7 or 810, es applicable. Apply plates to weach ings face of trussand position as Shen,above and on ' 1 I the joint galena, unless no otherwise. Refer to drawings 160A_ (orstandard plata positions. iati0e a BC LL 0.0 PSF CA-ENG RTT/RTT I Alpine, a y failure of IT.Building usnlp in con firman Inc,shall not bo responsiblehan for any deviation from this ' drawing, any&allure to build sea truss In conformance with AN51/TPI 1, or for handling, shipping, AN ITW COMPANY ...t lotion a.bracing of trusses. 10 "00'14 � aq c TOT.LD. 42.0 PSF SEQN— 68257 A..el.n this drawing Cr cover pegs Listing stile dre.Ing, Indlm. o tes acceptance of pr.f. l.nel engineering 4 0'14,26 e• _ re.paneiblllty mately for the design shoe.. The.gltablilty end um of this dresing for•ro structure I.the S� = DUR.FAC. 1.1 5 FROM BB 8351 Rovana Circle reepe'.Ibl I Ity or the Building D..lgn.r per ANSI/TPI 1 neo.2, sett Tao a. Sacramento,CA 95828 For more infho.om: TPI: see this Job's general notes nage and Lhasa eat sites: I SPACING 24.0" JREF- 1 VU47 1 7521 5 ALPINE:wws.elpinaltw.cam; TP1:.w.tpinst.mrq;MICA: www.sbclnausery.com; ICC:waw.iccsara.mrg Renewal 8!88!2018 , (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - B5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 20.08 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. In lieu of structural panels use purlins to brace all flat TC 6 24" OC. Wind loads and reactions based on MWFRS with additional C&C member Bottom chord checked for 10.00 psf non-concurrent bottom chord live load design. applied per IRC-12 section 301.5. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5 1.5X4 III ,= ; , 4-2-15 4-4-13 9 i, II 0-4-10 M I 4_18-2-4 I r 1.5X4111 3X5(R) III 2X4(A1)- L-1-4-0-;J L. 5-4-4 2-7-0 _I 5-4-4 2-7-0 '1 5-4-4 -I, 2-7-0 j k7-11-4 Over 2 Supports R=478 W=5.5" R=335 U=31 RL=102/-44 Design Crit: IRC2012/TPI-2007(STD) ' 0 PROFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.►`►� S . (1}� i OR/-/1/-/-/R/- Scale 5"/Ft. _ Truss Components Comeegon (503)357-2118 **WARMING!**READ Aro FOLLOW ALL renes ON THIS owtrlNGt v, _ 825 N4th Ave,COmellllS O 97113 '•IIPORTANr.• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 25.0 PSF REF R7175- 29035 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer t d follow C the latest edition of BCSI (Building Component Safety Information, by TPI and MICA) for safety practices83294PE /�w T L to performing these functions. Installers shallprovideprior Mas ..f' DL 10.0 PSF temporary by tome ho per shall Unless noted ly otherwise. / DATE 09/15/16 top chard shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shell have bracing Installed per B Odiflib ,4�1 0�� I sections B3, 87 or 010, as applicable.aApply plates to each face of trussend position es shown above and an BC DL 7.0 PSF LDRW CAUSR7175 16259209 l w 7,.:::700:::::....:.,7.17.7:7-7,.:::.:: p Joint Betel is, unless n ted otMrwlse. Rater te draw Ings 16gq-Z fore anderd plata pool[Ions. (n1�,IC,}(��� I AIPI e, a dlvlafon of tie Builds g Capo a group Inc. shall Rat De responelble far any deviation from[M1is OV� BC LL 0.0 PSF CA-ENG RTT/RTT drwhg, any 1.0,1=a to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, V`C AN ITW COMPANY ,Rotel lotion a brat,ng of tr"oaea. engineering �1Y21s C TOT.LD. 42.0 PSF SEQN- 68259 A el an this drawing or cover pogo listing this drwing, Indicate*.ssapt.noe of prof elanel rpnrsibility solely for the design eropn. The.ult1al I Ity and iw of this drwllp for Any,.srwt,.. I.the 4S►`�e��1'�ar'`t� DUR.FAC. 1.15 FROM BB a 8351 ROvanB Circle responsibility l lty of the Building Designer per ANSI/TPI emiI 1 Boas. Sacramento,CA 95828 For more information see this Job's general notes page and these web spas: ALPINE:sww.alpineitw.com; TPI: w .tpinst.org;MTCA: aww .sbcindustry,com: ICC: w .Iocsafe.org SPACING 24.0" J REF- 1 VU47 1 7521 5 w Renewal 6/30/2018 (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - 66) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 19.33 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. In lieu of structural panels use purlins to brace all flat TC 0 24" OC. 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. Right end vertical not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 4X5 1.5X4 III 11.111 9 I 2-8-15 2-10-13 V 0-4-10 W� j I. ..1 q _ 18-2-4 / / 1.5X4 III 3X5(R) III 2X4(A1) L-1-4-0-a 3-4-4 'k 4-7-0 [..„_______1-±2_4__________,1„ 4-7-0 J 7-11-4 Over 2 Supports R=478 U=6 W=5.5" R=335 U=19 RL=69/-36 Design Crit: IRC2012/TP1-2007(STD) EO PROP PLT TYP, Wave FT/RT=2%(0%)/4(0) 16.01.►! rGi �� Oft OR/-/1/-/-/R/- Scale =,5"/Ft, _ Truss Components of Oregon (503)357-2118 "'WARRING I••READ Aro Farm ALL MOTES DM runs DRAnxgl 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT'. FURNISH THIS DRAPING To AL CONTRACTORS INCLWrIN THE INSTALLERS. C9 !� TC LL 25.0 PSF Trusses require extreme care In fabricating, handling, shipping, Installing end bracing. Refer t and follow 3294PE R7 tel latest edition of SCSI (Building Component Safety Information, by TPI and WTCA)for safety practices for NreW s 109/15/1675- 06 co performing these functions. Installers tto Pr11. tanporary brew iho per BCSi. l)n lap p. ltl the Pae. ;,. ' " DL 10 0 PSF DATE Cop chord shall have properly attached structural sheathing and bottom chord shall have a pr perly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing inatalla Sc BC DL 7.0 PSF DRW CAUSR7175 16259210 .4�I O�� I sections B3, 87 or B10, 9 applicable. Apply plates to each face of trussend position as shown above and on L i , the Jalnt Retells, allies nosed otlwenvl se. Refer to drawings 160A-Z forstentlertl plata posltlons. I Alphw, a division ni IT11 otLaing Cempensnts Group Ina, aha,,not be rosponsiblo Tor any devietlen from thla tW6),Y14 BC LL 0.0 PSF CA-ENG RTT/RTT tlrarinacel laing,tian any a,fabraciilure to bulltl the truss In conformance with ANSI/TPI 1,or for handling, shipping, AN ITW COMPANY ng of tr"ases. a'ni ;'.a TOT.LD. 42.0 0 PSF A Seel a this drawing or Sever p.g. Milting this drawing, indIaatee acceptance of professional engineering /- ix 6V- SEQN- 68261 ty solely for the design shown. The suitability end use of this drawing for°y structure I.the Y �4'�' DUR,FAC, 1.15 FROM BB 8551 Romana Circle f-sPen.Ibl l my of w Building Designer per ANSI/TPI 1 8ee.2, SellsTan's Sacramento,CA 95828 For more information see this Job's general notes page end these sob sites: _ ALPINE. anw,alpineltw.com;Tri: www.tpinst.org: eTCA: wew.shcinduatry,com: ICC:www.Jccsafe.org SPACING 24.0" J REF- 1 VU47 1 7521 5 Rannwal 8/30}2019 (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - EGE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located 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. Truss designed to support 1-0-0 top chord outlookers and cladding load Wind loads and reactions based on MWFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord design. must not be cut or notched. Deflection meets L/360 live and L/240 total load. Creepincrease factor Bottom chord checked for 10.00 psf non-concurrent bottom chord live for dead load is 1.50. load applied per IRC-12 section 301.5. 1.5X4 III 3 [ • 1-3-14 I/ 0-3-14 II Z 1.5X4111 2X4(A1) ---2-0-0 3-10-4 i (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - E) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 HF Std/Stud anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 1.5X4 III 3 III 1-3-14 If 0-3-14 M il 40_9-0-0 I 1.5X4 III 2X4(A1) Lic 2-0-0 >I 3-10-42 Irc 4-0-0 Over 2 Supports >� R=370 U=32 W=3.5" R=118 RL=28 Design Crit: IRC2012/TPI-2007(STD) 9 PRO/c�S PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.►�R�j,� r QN S'/ Truss Components of Oregon (503)357-2118 •eWARNING!••READ AGS FOLLOW ALL NOTES ON THIS DIMINGI • OR/-/1/-/-/R/- Scale .75"/Ft, 825 N 4th Ave,Comelms OR 97113 •.1 OR7ANr•' FURNISH nos DRAWING TO ALL CONTRACTORS INCL NB THE INSTALLERS. _ Trusses require extreme care In fabricating, the latest edition of BCSI are(BuIn ricating,Component Sar handling. shipping. installing and bracing. Refer to and fellow a` 2®4P _ to performing these functions. Installers shall Safety Information, by TPI and MICA) for lsafety�practices prior PSF R7 {�'' ss l: 'Q �IC LL 25 0 PSF REF 175 29038 provide teng and bo bracing rl "' ^ 'DL 10 0 DATE 09/15/16 cap chord anon nava properly attached strucwral sheathing per Bcsl, Unless noted otherwise, rigid ceiling. Locations shownforn9 bottom chord shall neve a r ,4�1 Q`� II *a sections Ba. BT or B10, e. Apply lacteal restraint of""forehell seen area bracing am above and on 7 16259212 L J as applicable. Apply latera each Paco of brush and have a Ins properly attached ion Installed per BCSI ens Jolne Details, unless noeed oHwrwlae. Re Wer to tlre.Ings IBCA-Z d tl tale s shawl ab BC DL 7 0 PSF DRW CAUSR 175 1625 I AlPlhe, a el vision or ITN Bu nein Co pes1Y1 ow drawing, any failure to build the truss con group Inc, shall net be rorpfor hae War any eppietltn from this U(� I BC LL 0.0 PSF CA—ENG RTT/RTT AN ITW COMR4NY Inhte l lotion A bracing of trusses, rus In conformance with ANSI/TPI 1, or for handling, shipping, .I�I� . A wool an thl.drawing or*over page llstl thio drawl a*a.pt:or of prof alenal I�+4 "Ler 14 20 At.y TOT.LD, 42.0 PSF SEAN- 68402 reepwll.lblllty w1ely Tar the design NIo.111p The wIW I�Ity neW ur of tl11e drwi alpinp is t 8951 R*vinpCIrC10 r.wpenelblllty of taw.Building Ile.lgner par ANSI/TPI i Sae.z. "g for�•.Yrd*tlae le w vseig Tan�.� DUR.FAC. 1.15 • Sacramento,CA 95828 For more Information see this Jabs general notesFROM BB ALPINE: ww.e ipinaite.com; TPI: ww page and these web sloes: .tpinst.orgi WTCA:wa.sbcindustry.com: ICC: ew,,ccsafe.org Renewal 6/30/2018 SPACING 24.0" JREF- 1VU47175Z15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, 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 for dead load is 1.50. 1.5X4111 9 1-11-6 Ali b 0-4-10 M J 10-0-0 1 11627111 1,5x4111 2X4(A1) 1< 1-4-0-->i .w-------1-11-4 1"12 X17 2-1-0 Over 2 Supports J R=251 W=5.5" RL=42/-30 R=41 U=4 Design Crit: IRC2012/TPI-2007(STD) ¢Ep PRt�FFs PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01..4 s/ =.75"/Ft. / C9HV E OR/-/1/-/-/R/- Scale Tees Components ofOregon (503)357-2118 ••reRNlxcl••READ AInPoLIANALL xgTTsoNTHIS I/RAtINGI `., `FAQ TC LL 25.0 PSF REF R7175— 29039 _ 825 N 4th Ave,Cornelius OR 97113 "HIRORTANT" FURNISH THis BRAUN°To ALL COIFIRAGTORB INCLUDING THE INSTALLERS. 294P£ Trusses require extreme cera In fabricating. bundling, Shipping. installing end bracing. Refer to and follow the latest edition of BC51 (Building Component Safety Information, by TPI and WTCA) for sefoty practices prior to performing Use functions. Installers shell provide temporary bracing per BCSI. Unlessnoted therwise, R7 — 10 0 PSF DATE 09/15/16 cop chord shell have properly attached structural sheathing and bottom chord shall have a pr perly attached rigid ceiling. Locations show.,far permanent lateral restraint of webs shall have bracing installed per BCSI BC DL 7.0 PSF DRW CAUSR7175 16259213 �� T. sections B3, B7 or B10, as applicable. Apply plates to each face of trussand position as shown above and on ,4 O II the Joint Details, unless noted otherwise. Refer to drawings 160A_2 forrandard plate positions, D� BC LL 0.0 PSF CA-ENG RTT/RTT Alpine, o division of ITN Building Components Group Inc, shall not be responsible for any deviation from this 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 pa► �1` TOT.LD. 42.0 PSF SEN— 68377 . A awl on this drawing or cover page listing this drawing, Unchaste*acceptance tance of professional engineering4% LY 14,16 �� Q nempeibili y solely for dwlgn shown. TTIe suitability and use or this drawing for t. s I structure 8351 RomaCirclereepern.lbl l lty of w Building Designer per AHSi/TPI t s.o.x. $@'r Tan" DUR.FAG. 1.15 FROM BB a. Sacramento,CA 95828 For more information see this job's general nates page and these web sites: JREF- 1VU47175Z15 ALPINE:www.alpineltw.com; TPI:wwwwww./ccsafe.org WTCA: w .sbcindustry,com; ICC:w .lccsafe.org Renewal 6/30/2018 SPACING 24.0" THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - D) Top chord 2x4 HF #2 120 mph wind, 18.82 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 NI 9 1-10-10 I/ 0-4-10 �� �J1 _*18-2-4 1 ..0 1.5X4 III 2X4(A1) -1-4-0- -1 1-9-4-- Ir .1 (2-0-0 Over 2 Supports eD PROP R"='248 W=5.5" RL=48/-30 R=39 U=6 � t Design Crit: IRC2012/TPI-2007(STD) �f. SS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.88 8 C6AN FF vp OR/-/1/-/-/R/- Scale =.75"/Ft. Truss Components of Oregon (503)357-2118 "WARMING!as READ AND FOLLOW ALL NOTES ON THIS DRAWING! •" 47Q 2 825 N 4th Ave,Cornelius OR 97113 "I T " FURNISHTMag DRAWING TO"'' GONrgAcroRs INCLUDING THE INSTALLERS. 4 83294PE 9�TC LL 25.0 PSF REF R7175- 29040 Trusses require extreme care In fabricating, handling, shipping, Installing end bracing. Refer to and follow � / Ro - IL 10.0 PSF DATE 09/15/16 the latest edition of BCS! (Building Component Safety Information, by TPI and CA/for safety practices for to performing these functions. Installers shall provide temporary bracing Per BLBI. Unless noted otherwise,0111164, . top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shoen for permanent lateral restraint or webs shall have bracing Installed per SCSI :C DL 7.0 PSF DRW CAUSR7175 16259214 section Btruss 07 or B4O, as applicable. Apply plates to each face of tru and position as shin above and on ,4�LQ)� O { t +l BC LL 0.0 PSF CA-ENG RTT/RTT I the Joint Details, unless noted otherwise. Rarer to drawings,BOA_Z for standard Plata positions. Alpine, a division of ITN Building Components Group Inc.shall not be responsible for any deviation from this gf drawing, any failure to f ildtru fee lease In conformance with ANSI/TPI ,, or for handling, shipping, t.��Y 14 qod' t� TOT.LD. 42.0 PSF SEQN— 68274 AN ITW COMPANY Installation a bracing of trusses. A sal on thin drawing or cover page listing this drawing. Indleat..acceptance of professional engineering _ responsibility ally for the design shown. The suitability ala las of this drawing for any structure le the SSe 01 Tah.' OUR.FAC. 1.15 FROM BB ti�eSeca.iblilty of Si,.Building Designer per AN51/TPI 1 S . 8351 RDvana Circle . Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: Renewal 13130/2018 SPACING 24.0" JREF- 1VU47175Z15 ALPINE:sw.elpineitw.com; TPI:ww.tpinst.arg;RICA: wws.sbclnaustry,cam; CC:wre.iccaafa.org (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 18.77 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 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load DL=4.2 psf. 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. for dead load is 1.50. �� 19_8_0 I R424 U=8 9 1-9-4 V 0-4-10 4 218-2-4 4 U=3 0-9-8 2X4(A1) LE--1-4-0 >i< 1-10-3 >'.9 1-11-4 Over 3 Supports) R=247 W=5.5" "� RL=46/-29 so PROp PLT TYP. Wave Design Crit: I RC2012/TP I—2007(STD) ..c9 Fs.' FT/RT=2%(0%)/4(0) 16.01. 0,e IA►,CbANE', O OR/—/1/—/—/R/— Tmss Components of Oregon f503)357-2118 **WARNING 1••READ MD FOLLOW ALL NOTES ON THIS DRAWING! o„:_ iiiirwi, 825 N 4th Ave,Comelms OR 97113 ••IIPORTANf•• FURNISH TNIs DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. R7 TC LL _ Truseea require extreme care In fabricating, handling, shipping, Installing and bracing, Refer to and follow 25 0 PSF REF 175 29041 the latest edition of BC51 (Building Component Safety Information,by TPI and►TCA) for safety practices prior to performing rheas functions. Installers shell provide temporary brat! per Bc51. Unlessnotedotherwise.0411164 — '' �L 10 0 PSF DATE 09/15/16 top chord shall have properly attached structural sheathing end bottom chard shall have a properly attached rigid caning. Locations shown for permanent lettere! restraint of webs shall have bracing Installed per BCS( C DL 7.0 PSF DRW CAUSR7175 16259215 A LI O��_ It section.B3, BT or BIO, as applicable. Apply plates to each face of truesLand position as shown above and on L N 7,-:°—:::::7;."77.":::::7::. Joint Batelle, unl.aa notetl atl+enwlae. Rater to tlrewings 18oA-Z Pors nee rtl plate positlans. O��( Alpha dlvislon of ITr Bullding C::.nts group Inc, shall not be reapansl:le far any eevlatlon from thin BC LL 0.0 PSF CA—ENG RTT/RTT drawl AN ITW COM drawing, any failure to fbuildtrusser,the truss In conformance with ANSI/TPI 1,or for hantlllrg, shipping, COMPANY installation 8 bracing of trusae>. 14 `Lty 14,2Dd°° it' TOT.LD. 42.0 PSF SEQN- 68242 A... Ial Thin drawing or .over page fisting this drawing. IMlmsts acwptaree of prof...lane'engineering _' t Y the design hams. The suitability end r this arming for any struturw is the V y� • 8351RovanaCBcle �P•'amnityarH.Building Designer par ANSI/TPI 1S.e.z. �Q��Ta'•� DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes Cw age and those web apes: ALPINE:www.elpineitw.com; TPI:wew.tpinst.org; w£CA: wwe.e Induetry.cam: ICC: w.iccsefe.org Renewal 8130120'18 SPACING 24.0" J REF- 1 VU47 1 7521 5 4 (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - Al) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 19.52 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 Bottom chord checked for 10.00 DL=4.2 psf. psf non-concurrent bottom chord live 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. for dead load is 1.50. If E 21-2-0 0-4-6 R=09 U=26 —4— I 3-3-4 I/ 0-4-104 <=32U=3 ) 1.c-1-4-0 >Lc 1-11-4 >I{ 2-0-7--->J F3-10-3 Over 3 Supports ->i R=288 W=5.5" RL=78/-38 Design Crit: IRC2012/TPI-2007(STD) �te0 PRO/c .S PLT TYP. Wave FT/RT=2%(O%)/4(0) 16.01..E I CORN Z , s"0 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 **WARNING!**READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N4th Ave,Cornelius OR 97113 ..1111WORTNETT. FURNISH THIS DIMTO ALL eoNIR(eroRS INCLUDING THE INSTALLERS. �� 4. 83294PE ? TC LL 25. 0 PSF REF R7175- 29042 Trusses require extreme care In fabricating. handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and VTCA) for safety practices prior t41611/4, o performing Biose fundtlens, Installers shall provide temporary bracingper BCS,. Unless noted otherwise, C DL 09/ 5/16 "' L 10 0 PSF DATE 1 p chord shall have properly attached structural sheathing and bottom chord shell have a properly attached rigid cei l ung. Locations show„for permanent lateral restraint of rebs shall have bracinginstalled per BCS! 7.0 PSF DRW CAUSR7175 16259216 ALP] 1 sections 33, 37 or Big, as applicable. Apply plates to each face of trussc position as shown above end ' I 7p-:::-.":„:',..,,,..-.",..",,..- hs Joint getalls, unless noted ot-„con- e. Refer to drawings tBOA-Z for:°":antl%tete Iwsitlons. Tiii. 6614 BC LL I rapinga y failure of ITV Balla,„g truss I con group Inc, aha„„t be nor lhan P any ppint,en Pram this V11e.7lJl`I 0.0 PSF CA-ENG RTT/RTT i dnstaII, any&allure to f truild the trues In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Inst°„etlon d bracing of tru=e.,. M.P 10 ‘24.Y14.21° TOT.LD. 42.0 PSF SEQN- 68244 A.eel en this drawing or cover page lifting this drawing. indicate.eeaept.,ee of prefen,lonal S im r..pm.lblllty solely,wr tl,.w.ign.Imam. The suitability Bee of this d&wing for .trim-wire h, SQA!Tai• OUR.FAC. 1.15 FROM BB 8351 RovansCycle reapgnt•rolliey of the Building Designer per ANSI/TPI T sw.:. • Sacramento,CA 95828 For more Information see thisJob's general notes cage and`Meas web sites. Renewal 8/50/2018 SPACING 24.0” ALPINE:,rr.alpinaiw.cui; TPI:rw.[pinst.org;DTCA:Asda induatry.nam; vee, .,.,,tesaPe.arg J REF- 1 VU471 7521 5 (0916095--JT ROTH CONSTRUCTION —Medallion Mdws lot 10 -- VERIFY TIGARD, OR — A2) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 20.27 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 DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301.5. Wind loads and reactions based on MWFRS with additional C&C member design. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. k 11 022-8-0 0-4-6 9 I R=175 U=42 0-4-10 iiIIIIIIIMII.e 1 4_18-2-4 '=� R=87 U=20 2X4(A-DEE L-1-4-0 'I< 1-11-4 >l< 4-0-7 >> I5-10-3 Over 3 Supports >1 R=310 W=5.5" RL=111/-47 Design Crit: IRC2012/TPI-2007(STD) 49 PROP..,., TYP. Wave FT/RT=2%(0%)/4(0) 16.01.P. ll 4 6N EE ��0 OR/-/1/-/-/R/- Scale =,5"/Ft. Truss Components of Oregon ((503))357-2118 a"WARN1NGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! dil 825 N4th Ave,Cornelius OR 97113 "'IMPORTANT" FURNISH THIS manna TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 21..1 83294PE TC LL 25.0 PSF REF R7175- 29043 1 sea require extrema care in fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety information, by TPI and WTCA) for safety practicee prior to performing thea.functions. Installers churl provide ng and abottombracing Per 8CS1. Unless onerly otherwise, • CAUSR7175 10 0 PSF DATE 09/15/16 top chord shall have properly attached structural sheathing antl bottom chord shell have a properly attached _ rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per Bcsi '�C DL 7.0 PSF DRW 71 75 16259217 .4 UPI] t" sections B3, 87 or 010, as applicable. Apply plates to each faceof trussand position no shown above and on l � the Joint Details. unless noted otherwise. Refer to drawings 160.-Z for standard plate positions. QX�yvfxy8l BC LL 0.0 PSF I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this i5hGVV1 1 CA—ENG RTT/RTT drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation 8 bracing of trusses. .14Y14•21° TOT.LD. 42.0 PSF SEQN- 68246 A vel en this droving er cover page listing this drawing, indicates acceptance of prof wlonal engineering r..pe rlblllty solely Tar the B.el r en.par The suitability end h.e of this drawing for any structure Is the sgeff.,rah, DUR.FAC. 1.15 FROM BB 8351 RDvanz Circle reep.nr lbl Illy of the tarBuilding Oeelpner per ANSI/TSI t Sea.z. • Sacramento,CA 95828 For more Information see this Jobs general notes page and these web sites: ALPINE:www.elpineitw.com; TPI:wra.tpinct.org;WTCA:www,sbclnduatry,com; ICC:www.lccsafe.org Renewal 6/30/2018 SPACING 24.0" J REF- 1 VU47 1 75Z 1 5 • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - FT3) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud This "Hip Frame" may be used on the hip plane, in place of purlins, to brace the flat top chord of hip trusses. See detail drawing HIPFRAME1014 for additional information. 3X5 0 0 0 0 0 0 0 0 0 0 4 \, 15 5-8-5 11 01 0 0 0 0 U1 0 0 0 0 0 0 0 • 3X5= 2X4(D8R) Le 18-4-15 _J— 4-6-11 J 1 22-11-10 Over Continuous Support Note: All Plates Are 1.5X4 Except As Shown. �Ep PROp Design Crit: IRC2012/TPI-2007(STD) S PLT TYP. Wave a rrpoRTAx•' FURNISH THIS dND FO To AL/VOTES ON T IS DRAWING! TI+E(hsrAlLEns. and feller Q ���s'Q OR/-/1/-/-/R/- Scale =.34"/Ft. FT/RT=296 096 /4 0 16.01.,t 4 6A1 TmssComponents ofOregon 1503)357-2118 ahe la`es require eqng irtheaextreman of care eIIn fabricating. ers al tali foshipping, installing bracingapar nd bracing. n asRes f r to and foliar ATC LL 25.0 PSF REF R7175— 29044 825 N 4th Ave,Cornelius OR 97113 to shally attached structural l eteath i and bottom chord shall I M1ava a et et r,er' 83294PE p chord have proper) a REM AND FOLLOW sheathing NOTES ON THIS alanNCl r ...ion.. / Tru �� l p pe ly 09/15/16 rigid ceiling. Locations shorn for permanent lateral restraint of webs shall have bracing Installed r SCSI DL 10 0 PSF DATE (l C DL 7.0 PSF DRW CAUSR7175 16259218 ,4 ,. sections N3,ai or unless as noted other Apply plates to wenn face of tau and position a how, cove and LE-0[1N I , the in, Details, not IT Building Refer to Inc.dralngs shall not fares andartl plata ny de ias. ti tiz BC LL 0.0 PSF CA-ENG RTT/RTT V I Alpine,a difailur of Ibu id th t Components Group IroANS not responsible for any deviation on frdn this i drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installations bracing of trusses. '�/�� `otr 14,zoo' , ' TOT.LD. 42.0 PSF SEQN- 68412 . A seal on this drawing or cover page lifting this drawing. Indlstes acceptance of professional engineering Y , im reeponeibllity solely for the design shown. The suitability end uta of this drawing for arty structure le the e 8351 Rovana Circle raapoelblt by of she Building Designer pet ANSI/TPI I Sao.z. $e j'Oar DUR.FAC. 1.15 FROM BB a Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: ALPINE:eae.alpirreite.com; TPI:w v.tpinst,org;WTCA: www.sbcindustry,com: ICC:w.e.iccsafe.org Renewal 6)3012018 SPACING 24.0" J REF- 1 VU471 7 5Z1 5 (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - FT1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENS IONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud :W1, M4 2x4 HF #2: This "Hip Frame" may be used on the hip plane, in place of purlins, to brace the flat top chord of hip trusses. See detail drawing HIPFRAME1014 for additional information. 2X4 III 15 12-2-8 12-2-8 I 0-0-4 >,� 1 2X4(D8R)% 2X4111 9'7'4 1.1E-9-9-4 Over Continuous Support-. Note: All Plates Are 1.5X4 Except As Shown. �e.PROP Design Crit: IRC2012/TPI-2007(STD) ti iS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.0* • aI{,C{6N�, S�0 OR /-/1/-/-/R/- Scale =.225"/Ft. Truss Components of Oregon (503)357-2118 ••MARNINGI•*READ AND FOLLOW ALL NOTES ON TRIS DRAWING! ry o 825 N4thAve,Cornelius OR 97113 "'MORT FURNISH THIS BRAWINc TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 88294PE TC LL 25.0 PSF REF R7175- 29045 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and PTCA) for to performing these functions. Installers shall ids less noted otherwise, prior DL 10.0 PSF DATE 09/15/16 to chord shell have structural Prov ng and bracing per BCS!. Unless tad ttached p properly attached s ucturel sheathing ontl battow chord shell have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI C DL 7.0 PSF DRW CAUSR7175 1 625921 9 sections B3, BT or 010, es applicable. Apply plates to each face of trussand position as shown above and ,411 Lo)iJ�, I I the Joint unless natal otherwise. Refer to drawings,BGA_Z for Standard plata positions. on 0� �Oc�j(� BC LL 0.0 PSF CA-ENG RTT/RTT �! I Alpine, a division of ITA Building Components Group Inc, shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping. _ AN ITW COManNY installation a bracing of trusses. t1cr 20 (0 TOT.LD. 42.0 PSF SE en Ar.R® bll lty.nd.Iyof the Tun the ewer esign dhow*ATh INI�Ing,ya.y inn a..ofacceptance e.grfar any s ucture engineering s 4p�2. �pg �''�� DUR.FAC. 1.15 FROM 66QN- 68407 A.pp,l.l blllty solely Tor the d..lpl lifting The wlteblilty die use of tithe arming for lm structure Is the V Q 8351 Rovana Circle • Sacramento,CA 95828 For more Information see this Job's general notes page and those web sites: ALPINE:ww.elpineita.com; TPI:ww.tpiset.org; ATCA:wwsboinduatry,com: ICC.ww.iccsafe.org Renewal 8/3012018 SPACING 24.0" J REF- 1 VU47 1 75Z1 5 4 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0916095--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- VERIFY TIGARD, OR - FT2) Top chord 2x4 HF #2 Bot chord 2x4 HF #2 Webs 2x4 HF Std/Stud :W1 2x4 HF #2: This "Hip Frame" may be used on the hip plane, in place of purlins, to brace the flat top chord of hip trusses. See detail drawing HIPFRAME1014 for additional information. 1 A 1 15 p i 1 1 8-3-6 0-0-4 ■ ■ ■ ■ y / i 2X4(D8R),i 1 6-6-11 1"1''1f2 6-8-10 Over Continuous Support Note: All Plates Are 1.5X4 Except As Shown. PIR Design Crit: IRC2012/TPI-2007(STD) k�'�D FFS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01.ft 0 dthy P� �/ OR/-/1/-/-/R/- Scale =.34"/Ft. Truss ComponentsofOregon (503)357-2118 •'IYARNINGIww READ APO FOLLOW ALL Noris 0R THIS DRANINGI 4 TC LL 25.0 PSF It 1 ••1e• 11�THIS a+AnNe TO ALL CONTRACTORS INCLUDING INSTALLERS. 83294PE y REF R7175- 29046 825 N 4 Ave,Cornelius O 97 13 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and followIICDL 1 0.0 PSF DATE 09/15/16 the latest edition of BCSI (Building Component Safety Information, by TPI and YTCA) for safety practices prior o performing these functions. Installers shall provide temporary bracing per BCSI, Unless,pied otherwise. top chord shall have properly attached tached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations sheen for permanent lateral restraint of wee shall have bracing Installed par BCSI BC DL 7.0 PSF DRW CAUSR7175 16259220 ,4�L��� sections B3, 87 sr 870, as noted otherwise. Apply plates to each face of trusstand position as shoo,above and on OQ� l�� 1 the feint Details, vola;;n tad ong Components Re far up drawings 160A-Z farsnarl plata positions. Oit e&I BC LL 0.0 PSF CA-ENG RTT/RTT 1 Alpine. a division of nil Building CompenanU Group Inc. shall not be responsible for any deviation from this drawing, any failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping. AN ITW COMPANY Instal latlon&bracing of trusses. `�cr ta,10� m TOT.LD. 42.0 PSF SEQN- 68409 A...l on this droving Sr ewer page listing this drwin■, Indicates.eeeptanae of professional engineering i the 8351 Rovana Circle r�.�b�liti solely BBuildding designsheen.ANSI/;Pt`1 2"°p"of wls drawling for.,structure Is the SSQ"Tao, OUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more Information see this Jobs general notes page and these web sites: SPACING 24.0" JREF- 1VU47175Z15 ALPINE:mwwrewwww.lacsafa.org TPI: a.tpit.org;WTCA: w .sbcindustry,com; ICC:w ,iccsafa,org Renewal 03/3012018 : LR Rein - orciHg ve -nber SLyios Li LL, Lion T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) Or T-Reinf, is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired. L-Reinf. #1. ,, Apply to either side of web narrow face. ,, Attach with 10d (0,128"x3.0",min) nails , at 6" o,c, Reinforcing member is , Notes: a minimum 80% of web ,, member length, , This detail is only applicable for changing the specified CLR ,, shown on single ply sealed designs to T-reinforcement or , L-reinforecement or scab reinforcement. . Alternative reinforcement specified in chart below may be conservative. \ �/_ For minimum alternative reinforcement, re-run design with appropriate FA MN reinforcement type. X T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinf orecement Size Restraint T- or L- Reinf, Scab Reinf, Scab Reinforcement. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. Ili Attach with 10d (0.128"x3.0",min) nails 2x6 1 row 2x4 1-2x6 at 6" o.c, Reinforcing member is a 2x6 2 rows 2x6 2-2x4(31E) minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(X) Scab Reinf, T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. (X) Center scab on wide face of web. Apply (1) scab to each I1II face of web, 4%0'PROF, O�� 14G1NFIc �O ewWARNINGime READ AND FOLLOW ALL NOTES ON THIS DRAWING! 14/ 8325/4PE eeI1�ORTANTee FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �y 'p TC LL PSF REF CLR Sul'Jst, Trusses require extreme care In fabricating,handling, shipping,installing and bracing Refer to and �6 r- follow the latest edition of BCSI (Building Component Safety Information, by TPI and SOCA)far safety ,(0°'. 'C DL PSF DATE 10/01/14 ,..----N, practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. ,./.- ___ \ Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord C DL PSF DRWG BRCLBSUB1014 __/ �� .s, shall have n properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs ,/ illi it—g I i shall have bracing Installed per BCSI sections B3,07 or' HIS,as applicable. Apply plates to each face -' L ) \ III , of truss and position as shown above and an the Joint Details,unless noted otherwise. 0� BC LL PSF L I , Refer to rawings 160A-Z ar standard plate positions. /16 Alpine,n division of T1W Building Components Group Inc, shall not be responsible for any deviation from � AN ITW COMPANY this drawing,any failure to build the truss In conformance with ANSI/TP[ i,ar for handUng, shipping, �4 LY14,26 0 TOT, LD. PSF installation 4 bracing of trusse A seal on this drawing or cover page listing this drawing,indicates acceptance of professional eae'i Tar,♦ r, engineering responsibility solely for the design shown. The suitability and use of this drawing DUR. FAC, for- any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. 13389 Lakefront Drive For more information see this Job's Earth City,M0 63045 ALPINE: www nl ineltw.comi TPI w general notes page and these web sites: Renewal 8/3012018 p ww,tpinst.orgl SOCA: www.sbcindustry.orgl ICC, www.lccsafe.org SPACING Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ori 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1,00 ❑ri 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 "L' Brace R (1) 2x4 'L" Brace x (2) 2x4 'L' Brace kK (1) 2x6 "L" Brace . (2) 2x6 'L' Brace NM Bracing Group Species and Grades. Gable Vertical No c Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group Al Sj�r #1 / #2 4' 10" 8' 2' 8' 6" 9' 8" 10' 1" 11' 6' 12' 0' 14' 0" 14' 0' 14' 0` 14' 0" Spruce-Pine-Fir Hem-Fir I I #3 4' 7' 7' 9' 8' 3' 9' 7' 9' 11 11' S" 11' 10" 14' 0' 14' 0' 14' 0' 14' 0' #1 / #2 Standard #2 Stud U Stud 4' 7' 7' 8" 8' 2" 9' 7" 9' 11" 11' 5' 11' 10" 14' 0" 14' 0" 14' 0' 14' 0` #3 Stud #3 Standard Standard 4' 7' 6' 7" 7' 0' 8' 10" 9' 5' 11' S" 11' 10" 13' 10' 14' 0" 14' 0' 14' 0" Douglas Flr-Larch Southern Pines■ CU #1 5' 0' 8' 4" 8' 7" 9' 10" 10' 2' 11' 8" 12' 1" 14' 0" 14' 0' 14' 0' 14' 0" #3 #3 —1 a SP #2 4' 10' 8' 2' 8' 6' 9' 8' 10' 1" 11' 6" 12' 0° 14' 0" 14' 0' 14' 0" 14' 0" Stud Stud #3 4' 8' 7' 0° 7' 5' 9' 3" 9' 11' 11' 5" 11' 11' 14' 0" 14' 0' 14' 0" 14' 0" Standard Standnrd d (lJ DPL Stud 4' 8" 7' 0" 7' 5" 9' 3` 9' 11" 11' 5" 11' 11" 14' 0" 14' 0' 14' 0" 14' 0" Standard 4' 7" 6' 2" 6' 7' 8' 2' 8' 9" 11' 1" 11' 10' 12' 10' 13' 9" 14' 0' 14' 0' Group B: U SPF #1 / #2 5' 6" 9' 5' 9' 9" 11' 1" 11' 6" 13' 2' 13' 9' 14' 0' 14' 0' 14' 0" 14' 0" Hem-Fir __I_> r #3 5' 3' 9' 3' 9' 9' 10' 11' 11' 4" 13' 0' 13' 7° 14' 0" 14' 0' 14' 0° 14' 0" #1 & Btr L U H c Stud 5' 3' 9' 3' 9' 7" 10' 11" 11' 4' 13' 0" 13' 7' 14' 0' 14' 0' 14' 0' 14' 0" #1 a 0 f� Standard 5' 3" 8' 1° 8' 7" 10' 10" 11' 4" 13' 0" 13' 7" 14' 0" 14' 0" 14' 0" 14' 0" Douglas Fir-Larch Southern Pineww■ #1 5' 9' 9' 6" 9' 10" 11' 3' 11' 8' 13' 4' 13' 10" 14' 0" 14' 0" 14' 0' 14' 0' #1 #1 > a SP #2 5' 6' 9' 5' 9' 9' 11' 1' 11' 6' 13' 2" 13' 9' 14' 0" 14' 0" 14' 0' 14' 0' #2 #2 #3 5' 5' 8' 6" 9' 1° 11' 0' 11' 5' 13' 1" 13' 8' 14' 0' 14' 0' 14' 0' 14' 0" DFL L Stud 5' 5" 8' 6" 9' 1" 11' 0" 11' 5" 13' 1' 13' 8' 14' 0' 14' 0" 14' 0' 14' 1x4 Braces shall be SRB (Stress-Rated Board). �---I ***For 1x4 So. Pine use only Industrial 55 or n0 Standard 5' 3" 7' 6" 8' 0° 10' 0' 10' 9° 13' 0" 13' 7" 14' 0' 14' 0" 14' 0" 14' 0" Industrial 45 Stress-Rated Boards, Group B SP r #1 / #2 6' 1" 10' 4' 10' 8" 12' 2" 12' 8" 13' 2' 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" values may be used with these grades. #3 5' 9' 10' 2' 10' 7" 12' 0' 12' 6' 14' 0" 14' 0" 14' 0' 14' 0' 14' 0' 14' 0" Gable Truss Detail Notes: U HF Stud 5' 9" 10' 2" 10' 7" 12' 0" 12' 6" 14' 0" 14' 0" 14' 0' 14' 0° 14' 0' 14' 0" Wind Load deflection criterion Is L/240. O Standard 5' 9" 9' 4' 9' 11" 12' 0" 12' 6" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0' 14' 0" Provide uplift connections for 35 pif over x #1 6' 4" 10' 6" 10' 10' 12' 4" 12' 10" 14' 0" 14' 0' 14' 0" 14' 0' 14' 0" 14' 0" continuous bearing (5 psf TC Dead Load), C5 SP #2 6' 1' 10' 4' 10' 8" 12' 2" 12' 8" 14' 0' 14' 0' 14' 0" 14' 0" 14' 0" 14' 0" Gable end supports load from 4. 0' outlookers #3 5' 11' 9' 10" 10' 6" 12' 1' 12' 7" 14' 0" 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' with 2' 0" overhang, or 12' plywood overhang. 1 D F L Stud 5' 11' 9' 10" 10' 6" 12' 1' 12' 7' 14' 0' 14' 0° 14' 0" 14' 0" 14' 0" 14' 0" Standard 5' 9' 8' 8" 9' 3" 11' 7" 12' 5" 14' 0" 14' 0' 14' 0" 14' 0' 14' 0' 14' 0" Syne — — ``, , , Aboutl Attach 'L` braces with ltd (0,128'x3.0' min) nails. ,I Gable Truss " 'I I © #1 For (1) 'L' brace, space nails at 2' o.c, In 18` end zones and 4` o,c, between zones. Diagonal brace option, � © **For (2) 'L' braces: space nails at 3' o.c. memb vertical length may be j TLi doubted when diagonal 0 Iner le18' endngth.zones and 6' o.c. between zones. brace is used, Connect 18" ► 1r 'L' bracing must be n minimum of 80% of web diagonal brace for 335# .L" L at each end. Max web Brace `* Gable Vertical Plate Sizes total length is 14'. /` IN Vertical LengthNo Splice 2x4 DF-L #2 orLess than 4' 0' 1X4 or 2X3 betterdingonal 'rGreater thnn 4' 0`, but Vertical length shownbrs ace; singleless than 11' 6' 2X4 in table above. 45" ordouble cut18" �( © 0Greaterthanil' 6` 3XII (auppero wend.t _F-1 1 �T ` 0 + Refer to common truss design for 1J LI a ■Y 0 U 4 0 ` peak, splice, and heel plates. ontinuous Bearing • 0• Connect diagonal at �, Refer to the Building Designer for conditions midpoint of vertical web. Refer to chart above for mw ea, - wr.ij h 4% not addressed by this detail, wwVARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! a 1,fY ' "'� wwIls'DRTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 41/ 'Ni 83294PE �Q REF ASCE7-10-GAB12015 Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and wML. ,j,'''''', .� follow the latest edition of SCSI[Blinding Component Safety Information,by TPI and SBCA) for safety practices prior to performing these functions Installers sheli provide temporary bracing per BCSI. "" - DATE 10/01/14 -',.___________N, Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord DR „,, .,s, shall have a properly attached rigid telling Locations shown for permanent lateral restraint of webs DICWG A12015ENC101014 i i i shall have bracing Installed per BCS[ sections H3,B7 or H10,a unless ble. Apply plates to each Face //�/ 1 f truss and position as shoran above and on the Joint Details,unless noted otherwise. BSI j L11--1 L �— I 1 Refer to drawings 160A-Z For standard plate positions. AN ITW COMPANY Alpine,a division of ITW Bullding Components Group Inc. shall not be responsible Por any deviation Pros s�► this drawing, any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping, Ir.% �6 20� MAX, T❑T, LD. 60 PSF installation 4 bracing of trusses. (' • A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design Shown. The suitability and use of this drawing Se Tan`� _ 13389 Lakefront Drivefor any structure Is the responsibility of the Balding Designer per ANSI/TPI I Sec,2. r Earth GIN,MO 63045 Form more information seem this job's general notes page and these www sites g Renewal 0/30/2018 MAX. SPACING 24,0" ALPINE: w Ie information ati TPI: ww.tpinsb's gi general n s pug stry.orgl ICC:www.lccsafe.org Gaole Detail For Let—in Verticals Gable Truss Plate Sizes syn. 4About © Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. it 0111111,11t\ ()Refer to Engineered truss design for peak, or. i„ splice, web, and heel plates. © ®If gable vertical plates overlap, use a single plate that covers the total area of 2 the overlapped plates to span the web. r. O ble 5ili hl Example; 2X4 . l� PP III 2X4 PI 2X8 "T" Reinforcement Attachment Detail 'T' Reinforcing •T' Reinforcing 6\42 re Member Member IMPL. Al . . plii...... 11111. O Toe-nail - Or - J( End-nail 21 © To convert from 'L° to "T" reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply "T' Increase by length (based on appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails, Maximum allowable "T` reinforced gable vertical 10d Common (0.148'x 3.",min) Nails at 4' o.c. plus length Is 14' from top to bottom chord. (4) nails in the top and bottom chords. 'T' reinforcing member material must match size, Rigid Sheathing Toenalled Nails' specie, and grade of the `L' reinforcing member. ( Common (0.148'x3`,min) Toenails at 4' o.c. plus Web Length Increase w/ "T" Brace �, 4 Nails i �� C4>4) toenails in the top and bottom chords. Reinforcing Member "T" Reinf. `T" 'T• This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase wind load. —]- 1 2x4 30 ASCE 7-05 Gable Detail Drawings Example, 2x6 20 % A13015051014, A12010051014, A11015051014, A10015001014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nails Truss Spaced At A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o.c. SP 83 4' a.c. AII515ENC101014, A12015ENC101014, A14015ENCI01014, A160I5ENC101014, `T' Reinforcing Member Size = 2x4 A16015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, 'T` Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L" Brace Length = 8' 7° A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 Maximum 'T" Reinforced Gable Vertical Length See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 1.30 x 8' 7' = 11' 2' 4 Nall .v, { A olmoi Ceiling 1��e p PROp��•p •wWARNINGiww READ AND FOLLOW ALL NOTES ON THIS DRAWING! _` ...40104111111ft h..4 PROp .,,,, w•IMPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ril / 'II REF LET—IN VERT Trusses require extreme care in Fabricating,handling, shipping, installing and bracing. Refer to and a.. V 83294PE _ /� FOLLOW the latest edltlon of SCSI (Building Component Safety Information,by TPI and SBCA) for safety yr^"' w DATE 10/01/14 .7 practices prior to performing these functions Installers shalt provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly attached structural sheathingand bottom char,' ,w shall have a properly attached rigid telling. Locations shown For permanent lateral estraint of webs i)_ n oHall awe bra�,n InstaDed DRWG GBLLETIN1014 /� ILS u g per BCSI sectans B3, H7 or B10, as applicable. Apply pintas -to each face f truss and pasiti60 os homn above and on the Jdnt Details,unless noted otherwise. 1 i Refer to drawings 160A-Z for standard plate positions. os �� AN ITW COMPANY Alpine' division of ITW Building Components Group Inc. shall not be responsible for any deviation from J this drawing,any Failure -to build the truss in conformance with ANSI/TPI I,or for handyng, shipping, Installation a bracing of trusoe �` `titY 0 MAX. TOT, LD. 60 PSF A seal on this drawing or cover page listing this drawing,indicates acceptance of professional �4 Z engineering responsibility solely for the design shown. The suitability and use of this drawing seep Tan. OUR, FAC. ANY 13389 Lakefront Drive for any structure Is -the responsibility of the Building Designer per ANSI/TPI 1 Sect. Earth City,MO 63045 For more information s e this jab's general nates page and these web sites. -- ALPINE' www.alpineitw.com! TPlewww.tpinst.orgl SOCA' wwwsbdndustry.orgj ICG wwwjccsnfe.org Renewal 6130/2018 MAX, SPACING 24.0" ASCE 7-10: 120 mph, 30' Mean Height, Closeo, Exposure C Common Resioential Goole Eno Wind Bracing Requirements - Sti-F-Peners 120 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 100 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft. Mean Hgt, ASCE 7-10, Part, Enclosed, Exp C, H Greater than 4'6" to 7'6" in length Kzt = 1,00, Wind TC DL=5,0 psf, Wind BC DL=5,0 psf, provide a 2x6 stiffback at mid-height and brace stiffback to roof diaphragm every 6'0" (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top: Continuous roof sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof' diaphragm every 4'0" (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail, `)K Optional 2x L-reinforcement attached Nails: 10d box or gun (0,128"x3",min) nails, to stiffback with lad box or gun (0.128" x 3", min,) nails @ 6" o,c, I INN.'. all% 2X4 Blocking I II* nailed to /45° sheathing and 24 wa ► each truss (Typ) _,w ' H �`�• __I I I I iiiiiii; . 2X4 DE-L #2 No H/2 or better diagonal brace, Attach each end X ,1111 for 560#. IN I I I IJ ■ ■ ■ IIIIIIIIIIIIdblklk.._ al V U1 III II 1111.1111 IMIIIIIMBINIMI I.III 111111111 ontinuous Bearing — 2x6 #2 Stiffback attached to each �EDPROp Stud w/ (4) 10d box or gun (0,123" X 3", min,) nails. 1 CIJARNINGIww READ AND FOLLOW ALL NOTES DN THIS DRAWING! � r1GiNet SAO wwINPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /c/ 4. 9 REF GE WHALER W 83294PE Trusses require extreme care in fabricating,handling, shipping, Installing and bracing. Refer to and aw ,,\ Pollow the latest edition of BCS! ISuilding Component Safety [nfarmatlon, by TPI and SBCA] for safety DATE 10/01/14 practices prior to performing these functions Installers shall provide temporary brae ng per HCS! / Unless noted otherwise, top chord Shall have properly attached structural sheathing and bottom char n ,,,� shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs DRWG GABRST101014 shall have bracing installed per SCSI sections B3, H7 or BIO, as applicable. Apply plates to each face �� I f truss and position n shown above and on the Joint Details,unless noted otherwise. O[[[[1111��,�7777 eeec//M/�ffffnnnn L _ I I Refer to drawings 160A-Z for standard plate positions. os AN ITW COMPANY Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from 7 5/ I V this drawing,any failure to build the truss in conformance with ANSI/TPI I, or for handling, shippMg, installation Si bracing of trusse 13 00001}e `LtY14,26� ,,e, MAX. TOT. La 60 PSF A sent on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing Weell Tao' 13389 Lakefront Drive For any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.B. — Earth City,MO 83045 For more information see this Job's genera! notes page and these web sites. ALPINE! www.olpineitw.coei TPI.www.tpinst.orgl SOCA. www.sbcindustry.orgl ICG www.IccsaFe.org Renewal 6/80/2018 MAX. SPACING I Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ori 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or 100 mph Wind Speed, 30Mean Height, Enclosed, Exposure D, Kzt = 1,00 2x4 Brace <1) lx4 'L' Brace ill (1) 2x4 'L' Brace w (2) 2x4 'L" Brace ,KM (1) 2x6 "L" Brace . (2) 2x6 'L' Brace ow Bracing Group Species and Grades: Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group Ai ,,--- Spruce-Pine-Fir Hem-Fir - SPF #1 / #2 9' 5" 10' 10' 11' 4" 14' 0' 14' 0' 14' 0' 14' 0* #3 4' 7' i 4' 4' 7' 10' 7' 2' 8' 1" 7' 8' 9' 3" 9' 1' 9' 7' 11' 0' 11' 5" 14' 0' 14' 0" 14' 0' 14' 0` #1 / #2 Standard #3 Stud #2 Stud #3 Standard CM U Q HF Stud 4' 4` 7' 2' 7' 7' 9' 1' 9' 5" 10' 10" 11' 4" 14' 0° 14' 0" 14' 0` 14' 0" . 14' 0' Standard 4' 4' 6' 2" 6' 7' 8' 2' 8' 9' 10' 10" 11' 4" 12' 10' 13' 9" 14' 0" Douglas Fir-Larch Southern Pine..., Q) #1 4' 10" 7' 11' 8' 2" 9' 4" 9' 8" 11' 1' 11' 6" 14' 0' 14' 0' 14' 0" 14' 0" #3 #3 _J :-.... SP #2 4' 7' 7' 10' 8' 1' 9' 3" 9' 7' 11' 0' 11' 5' 14' 0" 14' 0" 14' 0' 14' 0" Stud StandardStud Standard . 1--' #3 4' 6' 6' 6' 6' 11' 8' 7" 9' 2" 10' 11" 11' 4° 13' 6' 14' 0' 14' 0' 14' 0' --/-‹ ai DFL i...., Stud 4' 6' 6' 6" 6' 11' 8' 7' 9' 2" 10' 11' 11' 4' 13' 6" 14' 0" 14' 0' 14' 0" Standard 4' 4° 5' 9' 6' 1' 7' 7" 8' 2' 10' 4" 11' 1" 11' 11" 12' 10' 14' 0' 14' 0" Group B: U #1 / #2 5' 3' 8' 11' 9' 3° 10' 7" 11' 0' 12' 7" 13' 1" 14' 0" 14' 0" 14' 0" 14' 0" Hen-Fir , I-- , _ SPF #3 5' 0' 8' 10' 9' 3° 10' 5" 10' 10' 12' 5" 12' 11" 14' 0' 14' 0' 14' 0' 14' 0' #1 & Btr c._ U HF Stud 5' 0' 8' 9" 9' 2' 10' 5' 10' 10" 12' 5" 12' 11" 14' 0' 14' 0' 14' 0' 14' 0" #1 a) o Standard 5' 0' 7' 6" 8' 0' 10' 1' 10' 9' 12' 5' 12' 11" 14' 0" 14' 0' 14' 0" 14' 0' Douglas Fir-Larch Southern Pinexxx #1 5' 6° 9' 1' i 9' 5' 10' 8' 11' 1' 12' 8' 13' 2" 14' 0' 14' 0" 14' 0" 14' 0" #1 #1 > SP #2 5' 3' 8' 11' 9' 3" 10' 7' 11' 0' 12' 7" 13' 1' 14' 0' 14' 0" 14' 0" 14' 0' #2 #2 1 #3 5' 1" 7' 11' 8' 5" 10' 6' 10' 11" 12' 6" 13' 0" 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board), I a) , DFL Stud 5' 0' 7' 11" 8' 5' 10' 6' 10' 11" 12' 6' 13' 0" 14' 0' 14' 0' 14' 0' 14' 0' wwwFor 1x4 So. Pine use only Industrial 55 or Standard 5' 0' 7' 0" 7' 5" i 9' 4" 10' 0' 12' 5' 12' 11" 14' 0" 14' 0" 14' 0" 14' 0" Industrial 45 Stress-Rated Boards, Group B , 0 #1 / #2 5' 9" 9' 10" 10' 2' i 11' 7" 12' 1" 12' 7" 14' 0" 14' 0" 14' 0' 14' 0' 14' 0' values may be used with these grades. d _ SPF #3 5' 6' 9' 8' 10'i1" 11' 6" 11' 11' 13' 8" 14' 0" 14' 0' 14' 0' 14' 0" 14' 0' Gable Truss Detail Notes: (.3 U HF Stud 5' 6' 9' 8" 10' 1' 11' 6' 11' 11' 13' 8" 14' 0" 14' 0' 14' 0' 14' 0" 14' 0" Wind Load deflection criterion Is L/240, 0 Standard 5' 6" 8' 8" 9' 3' 11' 6° 11' 11' 13' 8" 14' 0" 14' 0' 14' 0" 14' 0" 14' 0' Provide uplift connections For 70 plf over X #1 6' 0' 10' 0" 10' 4' 11' 9° 12' 2' 14' 0' 14' 0" 14' 0' 14' 0" 14' 0" 14' 0" continuous bearing (5 psf TO Dead Load). d SP #2 5' 9" 9' 10" 10' 2' 11' 7" 12' 1" 13' 10' 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" Gable end supports load from 4' 0' outlookers #3 5' 8' 9' 2" 9' 9' 11' 6" 12' 0' 13' 9" 14' 0' 14' 0' 14' 0' 14' 0" 14' 0" with 2' S' overhang, or 12' plywood overhang. (1-1 DFL Stud 5' 8° 9' 2" 9' 9" 11' 6' 12' 0' 13' 9" 14' 0' 14' 0' 14' 0' 14' 0" 14' 0" Standard 5' 6" 8' 1' 8' 7" 10' 9' 11' 6" 13' 8" 14' 0° 14' 0' 14' 0" 14' 0' 14' 0" Symm IT" Attach "L' braces with 102 (0.1.28"x3,0" min) nails. About jt... V Gable Truss I CI Ni< Far (1) 'L' brace, space nails at 2' o.c. Diagonal brace option, I I it in 18' end zones and 4' o.c. between zones. )14)1(For (2) "L.' braces, space nails at 3' o.c. .1_,ilenr018:w„genr,duzetonbese eanr,din6Lo.ce.cbeetowzeeenc zwoe:es. i vertical length may be • 111' 1T—-di'TH11111140 , co doubled when diagonat 4**10, * member length. aill brace is used. Connect 1_ : 444 diagonal brace for 38511 Brace H" 11'1t44 Vertical Plate No Splice 4 at each end. Max web 1141, total length Is 14'. L"---------___ 3#)i( Vertical Length I Less than 4' 0' 1X4 or 2113 2x4 DF-L #2 or I better diagonal 1— --I-- I Greater than 4' 0', but 224 less than II' 6' Vertical length shown 45. (1::rsac:).:Inn)gloiet 18' 31< i or double cut 0 all Greater than 11' 6' 3X In table above. _L_0 _L 11 : a lupper end. 0 0 0 0 ON i i ontinuous Bearing"P—,, p"O lir 0 11.- , Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions Connect diagonal at it• , not addressed by this detail, midpoint of vertical web. Refer to chart above for m.i.,„; ...._....ivemoi ia....:ilky i th. .11WARNINC2.. READ AND FOLLOW ALL NOTES ON THIS DRAWING! ..i. 6., ..,mi 1 ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, 0 4,4 REF ASCE7-10-GAB12030 Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and 04 83204PE 41 -i "'-'`, follow the latest edition of RCS(<Building Component Safety Information,by TPI and SRO) For safety re _....' IL. DATE 10/01/14 `,. Z .- .. practices prior to performing these functions. Instailers shali provide temporary bracing per SCSI. ..-- . UrXess noted otherwise, top chord shall hove properly attached structural sheathing and bottom chord _ , shell have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs DRG A12030ENC101014 I shall have bracing Installed per BCSI sections )33,07 or 1110,as applicable. Apply plates to each face ":1-iLli f) ; , 2ef,„trruzos Lri,,d..rnoglitlio6n0Aal sphoorwnstantivoerdanpien ptoh:it,Joo,inst Details,unless noted otherwise. _ 1 i I". AN iTW COMPANY thiiii?loze.:zgd,ivoisnlyonczfir.„1;WtoBuLdtg tCho:ptorrideenstsk,Gcroonuforinmc,:r,csehawilit7tA=ispiqnosribl;orform,77dngd,eyslAtpirr,g,fror. waill 09°A*V61 c,e8 eLivi1T4,a2oneteec MAX. Tor. La 6 0 PSF installation 8 bracing oF trusses. 114 42, A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing % For any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. 13389 Lakefront Drive . Earth City,MO 53045 For more inf°relation see this Job's general notes page and ese wesies. ALPINE, wriwalpineltw.corx TPI www.tpinstorgi SBCA. www.sbcindustry.orgithb t www.iccsafe.org MAX. SPACING 24,0" FaNama,6524,2018 X — i3 Frame Ietais W4X4, Min, B Hip Frame IIMMIIIIIIIIIIII �, 24"1— __ --- NCooni' _ _A ::. � Trseillil W1,5X3 Stpe� Syemsses 2x4hordsi+0111111111�1�1`�_. It . . r II: II . . • Ids Setback ■I o . �� _�� #1 Hi Sir p ._' !OIL r 11�•■■■■■■■■���■■-,Cho d Area ed and Sheathed Hip Frame MN B 1 Bottom Chord W3X4, Min. a- Attach hip frame to flat chords of stepped hips W3X4, Min, at all overlapping points with 2-10d (0,148"x3") Hip Frame, 'R' common nails, Bottom chord of hip frame to be attached to #1 hip with 10d common (0.148"x3") 1 nails @ 6" o,c, maximum spacing. Hip frame stops at plumb cut of _. Hip Frame jacks to maintain pitch continuity, ' Section B— B w Hip frame lumber is SPF, So, Pine, HF, or DFL Standard, Stud grade, or better. O' See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required. R' Hip frame chords may be trimmed up to 2" to fit, _ _ purlins must be intact and properly attached, Setback Stepped Hip Use this detail for; System Trusses ASCE 7-10, 140 mph, 30' Mean Hgt, Enclosed, Exp C, or Hip Frame - provided by truss manufacturer. ASCE 7-10, 120 mph, 30' Mean Hgt, Enclosed, Exp D, or Hip frame is designed to provide bracing for flat ASCE 7-05, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C, or top chords of hip frame system where indicated, ASCE 7-02, 110 mph, 30' Mean Hgt, Enclosed, Cat II, Exp C. Struc , _,...y, is must be properly attached directly Residential, Wind TC DL=4.2 psf, Kzt=1,00 To .� •.r- 1.'' 'ns, G•:* �¶t GINe . s'% ••VARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAVINGI ((/ 83294PE r ••IIOPORTANT••FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 1L 9 REF- HIP FRAME Trusses require extreme care In fabricating,handling, shipping,installing and bracing. Refer to and •6 follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. ___ Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord >G .w shall have a properly attached rigid ceiling. Locations shown For permanent lateral restraint of webs DRWG HIPFRAME1014 1-Q 0- 1 ; shall have bracing Installed per HCSI sections l B7 or B10,as applicable. Apply plates to each face 08 �LJ 11 f truss and position - shaven above and on the Joint Details,unless noted otherwise. CJ L _ I , Refer to drn wings 160A-2 for standard plate positions. C h Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from we' ' ' '6 00 AN ITW COMPANY this drawing,any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, 4 Y 14,20 m installation 8 bracing of trusse T 1 A seal on this drawing or cover page listing this drawing,indicates acceptance of professional �SQ'/ ah engineering responsibility solely for the design shown. The suitability and use of this drawing 1 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Seca • Earth City,MO 63045 For more Information see this Job's general notes page and these web sites, Renewal 8130/2018 ALPINE www,alpineitw,comi TPI'www.tpinst.orgl SBCA,www.sbcindustry,orgl ICG www.iccsafe.org t I