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Plans (12) ALL HEEL ENDS ON TRUSSES HAVE BEEN RAISED TO ALLOW A 12°' STAND AT THE INSIDE HEAT LINE OF THE WALLS TO MEET ENERGY STAR ATTACH MONO TRUSSES AT WALL PER PLAN. NO END BEARING. BEARING AT WALL ONLY PER PLAN ! •'''' I-.-9'6" I 16' I 10'3"8 I 10'8"B-- ,. ..?...t ,,..4.„. . ., , .. w --, i , , � T b �� 1 ,11 .1, 111 V sr -X,1\11,11 II, iiml.„7.1 wmilm `/ __. ..- SCZ V S03410,,,,,. 4... ,.... J 77 ' JGE C . - /r m F III 7 m Z Z soc105 �+ a.. F15 U 0 N Wim■ co io � fi14 P . 11. F— 3 fl13 �I I , Z E W m A' w C W _ IIIb. w O O' LI iL : 111111______M 1=1CC O J _-- ¢ O 0 J itli lCYO o IMMI.. ilE� w n N Y J L •CO 3-) 1, ' ' ,- - 111111 i , , 3'(---1 MMEMOM � S £ NW -mummommuma ForR1111 mom _ —ill a - m o C X10' PLATE HEIGHT HERE 1 —'-9' PLATE HE';. -- z U — 'co 'coU) EAVE LINE OVER GARAGE M ,•¢ Ica = o • J- ON ELEVATIONS SHOWN TO ;C MOE i," la BE ABOVE BOTH GABLE EAVES co JOB NO: cc f�� — 4'1 _I o _I 0615125 11' 18'1"6 10'0"8 46'6" H PAGE NO: ` 1 OF 1 w i ° c • i 'i , I, Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1VHE7175Z1116112943 Truss Fabricator: Truss Conponents of Oregon Job Identification: 0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR �4® PROpS Model Code: IRC �' Truss Criteria: I RC2012/TP I-2007(STD) �9 11•`' Engineering Software: Alpine proprietary truss analysis software. Versions 15.01, 14.03. Truss Design Loads: Roof - 42 PSF 6 1.15 Duration1r F.T.70 Floor - N/A •t--+ Wind - 120 MPH (ASCE 7-10-Closed) ,FC,7,1y0 �`�` Notes: �J�174MW.011 1. Determination as to the suitability of these truss conponents for the EXP.12-31-15 structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR7175 • Details: BRCLBSUB-12030EC1-GBLLETIN-GABRST10-12015EC1-HIPFRAME- Subnitted by CWC 11:28:08 06-16-2015 Reviewer: TSB $ $ # Ref Description Drawing# Date # Ref Description Drawing# Date 1 29578--SDG 15167107 06/16/15 39 29616--AGA 15167175 06/16/15 2 29579--SD1 15167113 06/16/15 40 29617--DG 15167179 06/16/15 3 29580--SD2 15167119 06/16/15 41 29618--D 15167180 06/16/15 4 29581--SD3 15167122 06/16/15 42 29619--L 15167181 06/16/15 5 29582--SD4 15167123 06/16/15 43 29620--A 15167183 06/16/15 6 29583--C 15167124 06/16/15 44 29621--A1 15167184 06/16/15 7 29584--S07 15167126 06/16/15 45 29622--A2 15167185 06/16/15 8 29585--SD6 15167127 06/16/15 46 29623--A3 15167186 06/16/15 9 29586--SD5 15167128 06/16/15 47 29624--A4 15167187 06/16/15 10 29587--SDG1 15167130 06/16/15 48 29625--A5 15167189 06/16/15 11 29588--SDG3 15167135 06/16/15 49 29626--A6 15167190 06/16/15 12 29589--SD8 15167137 06/16/15 50 29627--A7 15167191 06/16/15 13 29590--SD9 15167140 06/16/15 51 29628--A8 15167192 06/16/15 14 29591--SD10 15167142 06/16/15 52 29629--A9 15167194 06/16/15 15 29592--K 15167144 06/16/15 53 29630--A10 15167195 06/16/15 16 29593--HG 15167145 06/16/15 54 29631--A11 15167197 06/16/15 17 29594--SDG2 15167146 06/16/15 55 29632--Al2 15167198 06/16/15 18 29595--E 15167147 06/16/15 56 29633--A13 15167200 06/16/15 19 29596--MGE 15167148 06/16/15 57 29634--A14 15167202 06/16/15 20 29597--N 15167149 06/16/15 58 29635--A15 15167214 06/16/15 21 29598--M1 15167150 06/16/15 59 29636--J 15167215 06/16/15 22 29599--M2 15167151 06/16/15 60 29637--J1 15167216 06/16/15 23 29600--FGE 15167152 06/16/15 61 29638--FG2 15167223 06/16/15 24 29601--F 15167153 06/16/15 62 29639--FG1 15167224 06/16/15 25 29602--F1 15167154 06/16/15 26 29603--IGE 15167155 06/16/15 27 29604--JGE 15167156 06/16/15 28 29605--GGE 15167157 06/16/15 29 29606--G 15167158 06/16/15 30 29607-41 15167159 06/16/15 31 29608--B 15167160 06/16/15 32 29609--BG 15167161 06/16/15 33 29610--BGA 15167162 06/16/15 34 29611--NGE 15167163 06/16/15 35 29612--N 15167164 06/16/15 36 29613--N1 15167166 06/16/15 37 29614--N1GE 15167169 06/16/15 38 29615--AG 15167170 06/16/15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - SDG) Top chord 2x4 DF-L 2400f-2.OE :T4 2x4 DF-L #1&Bet.(g): Special loads Bot chord 2x6 HF SS :B3 2x6 DF-L 2400f-2.OE: (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 DF-L Std/Stud(g) TC- From 37 plf at 0.00 to 37 plf at 26.66 :W2, W4, W6, W7, W8 2x4 DF-L #2(g): :W14 2x4 DF-L #1&Bet.(g): TC- From 75 plf at 26.66 to 75 plf at 36.09 BC- From 7 plf at 0.00 to 7 plf at 26.65 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- From 14 plf at 26.65 to 14 plf at 34.59 BC- From 5 plf at 34.59 to 5 plf at 36.09 PLB- 341.88 lb Conc. Load at(1.26,18.14),(3.26,18.14), 7.26,18.14) (**) 1 plate(s) require special positioning. Refer to scaled plate plot (9.26,18.14),(11.26,18.14) (13.26,18.14),(15.26,18.14),(16.93,18.14) details for special positioning requirements. (18.59,19.14), (20.59,19.14), (22.59,19.14), (24.59,19.14) PLB- 329.20 lConc. Load at ( 5.26,18.14) 120 mph wind, 21.17 ft mean hgt, ASCE 7-10, CLOSED bldg, Located PLB- 890.62 lb Conc. Load at (26.65,19.14) anywhere in roof, RISK CAT II, EXP B, wind IC DL=6.0 psf, wind BC DL=4.2 psf. Calculated horizontal deflection is 0.19" due to live load and 0.26" due to dead load. Wind loads and reactions based on MWFRS. In lieu of structural panels use purlins to brace all flat TC 0 24" OC. (a) #3 or better scab brace. Same size & 80% length of web 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 load applied per IRC-12 section 301.5. JT PLATE LATERAL CHORD No SIZE SHIFT BITE Deflection meets L/360 live and L/240 total load. Creep increase factor [ 3] W4X12 4.38 L 1.25 for dead load is 2.00. [ 6] W6X6 2.75 R 3.00 [10] H0619 4.13 L 2.25 [11] W4X5 2,25 R 1.25 [15] W3X7 S 4.50 [18] ]]7 W5X5 S 2.25 his] W5X14 3.25 R 1.25 5X7= 111 4X5(R)[11] III 1 .5X43X5= = 6X6 IA -0 No T 79 W6 4X5[23], 4X12[3]09 (a) W800 6-7-5 W7 ►��a���%%%% w%%%% . 4.97 4 �� �,` 0-7-14 1-2- 111 no9 - 1-0-0 5X5[18]= 5X7= W14� �� _ 18-1-4 4X8(**) III 6X6[6]= H0619[10] = 1012=T H0619=3 I 3X7[15] III 1 .5X4111 5X14[28] 11 Oj 7-2-6 5-2-6 5-0-10 I 4-8-2 >F 4-6-6 5-7-8 �L�-3-12, 7-0-10 5-4-2 5-2-6 r 4-6-6 4-8-2 5-4-0 2-5-8 1-6-0 < 7-2-6 19-5-8 J_,- 9-5-4 , J 17-7-2 'I- 14-6-8 "'I_2-5-8' < 34-7-2 Over 2 Supports > R=3767 U=486 R=3568 U=451 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 20 Gauge HS,Wave FT/RT=2%g(0%)/4(0) 15.01.01 . . ' 1�;�� TY:1 OR/-/1/-/-/R/- Scale =.225"/Ft. Truss Components of Oreon 5031(357-2118 **WARNING I•• READ AND num ALL wires DN THIS DRAWING! 25.0 PSF REF R7175- 29578 825 N 4th Ave,Cornelius 0197113 ...IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. IC../ the t - Trusses require extreme re In fabricating, handling, shipping, Installing and bracing. Refer to and follow V the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA)Sfor safety practices prior AW. TC DL 10.0 PSF DATE 06/16/15 o▪ performing these functions. tInstallers shall provide temporary bracing par BCS!. Unless noted otherwise, -ww - top chord shall have properly attached structural sheathing and bottom chord shall have a properly atiathed H old ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI y •� BC DL 7.0 PSF DRW CAUSR7175 15167107 Il Ta sections B3, B7 or 1310, as applicable. Apply plates to each face of truss and position es shown above and on ,,4II L�l[IN I ' the Joint Details, unless noted otherwise. Refer to drawings 1BUAo_Z for standard plate positions. BC LL 0.0 PSF CA-ENG TSB/CWC IIJ I Alpine, a division of RTW Building Components Group Inc, shall not be responsible for any deviation from this II: -.N tlrawing. any failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, Of AN irvyCOMPANY Installation&bracing or trusses. IS '£c T 10 �;r TOT.LD. 42.0 PSF SEQN- 321753 ♦ A sill on this drawing or cover page listing this drawl •T drawing, indicates use of this of for t fp ® - y responsibility solely for the design shoal. The suitability and use of this drawing for any structure is ted JAN W.CHP.: DUR.FAC. 1 .15 FROM BB f responsibility of the Building Designer per ANSI/TPI 1 Seca. Vr 8351 Reverie Circle Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: SPACING 24.0" JREF- 1VHE7175Z11 ALPINE: www.alpineltw.com; TPI:www.tpinst.org;'Mb CA:www.scindustry.com; ICC: wwe.lcosafe.org EXP.12-31-15 d l l C i t 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - SDI) Top chord 2x4 DF-L #1&Bet.(g) :T4 2x4 DF-L #2(g): 120 mph wind, 21.92 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet.(g) :B3 2x4 DF-L #2(g): anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. :W4, W5, W6, W7, W9, W10 2x4 DF-L #2(g): Wind loads and reactions based on MWFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction factors. design. Calculated horizontal deflection is 0.11" due to live load and 0.17" (a) #3 or better scab brace. Same size & 80% length of web member, due to dead load. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. 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 2.00. No SIZE SHIFT BITE [ 4] W3X5 S 1.25 [ 9] W3X10 2.00 L 1.25 [20] W4X5 S 1.50 [26] W5X7 S 1.25 5X5= 3X5= 1 .5X4 III 5X5= u m 4X5(R)[20] -7-- 9 9 7 9 3X5[4] W7 W5 W6 W9 p r W4 W10 61-. X10= 8_1_5 1 .5X4 III ++c+� 1 .5X4 III +++ 1 4.73 r +'W i�l = �� T4 0-71-14 cli 19 t+� _ 1' 0 3X5= 63 TI 18-1-4 4X5= 3X5= 3X10[9]= 5X7= 5X7[26] 1 .5X4 III 1.5X4 III 6-°1 4-7-3 4-7-3 4-2-6 4-0-10 7-2-8 4-0-1 3-7-7 -3-1 9-0-10 4-4-2 4-2-6 7-2-8 7-4-0 2-5-8 1-6-0 9-2-6 I, 15-5-8 I_ 11-5-4 I-2-5-8' l 17-7-2 —1-- 14-6-8 34-7-2 Over 2 Supports R=1541 U=48 R=1658 U=55 W=5.5" RL=153/-145 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) and15.01.01 .0,,, 7 QTY:1 OR/-/1/-/-/R/- Scale =.22511/Ft. Truss Components of Oregon (503)357-2118 ••WARN!NGI•• READ AMD FOLLOW Au NOTES DR THIS DRAWING! ;SeyS�+ Gt TC LL 25.0 PSF REF R7175- 29579 ow 825 N 4th Ave,Cornelius OR 97113 ••RWIONTANT• FURNISH TRIS DRAWING TD ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme re in fabricating, handling, shipping, Installing and bracing. Refer to the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior WI TC DL 10.0 PSF DATE 06/16/15 to to performing these functions. Installers snail provide temporary bracing per SCSI. Unless noted otherwise. �I. 14659 'ir 9 ollighilk top chord shall have properly attached structural sheathing and bottom chord shall neve a properly attached r' BC DL 7.0 PSF DRW CAUSR7175 15167113 rigid calling. Locations shown for permanent lateral restraint of websshallhave bracing Installed per BCSI actions B3, 87 or B10, as applicable. Apply plates Sc each face of truss and position as shown above and on g. a 1 /+ A LI=1I A ' i Che Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. r — Bt LL 0.0 PSF CA-ENG TSB/CWC LL=)E1 I \�I, Alpine, a division or RTW Building Components Group Inc shall not be responsible for any deviation from this .11 y, drawing, any failure to band the truss In conformance with ANSI/TPI 1, or for noodling• shipping, '4'0. n $p ��,.. TOT.LD D. 42.0 PSF SEAN- 321757 AN RTW COMPANY Ins.,tat l on A bracing of trusses. C ' rA seal on ssponelbl thisdrawingssorl ly Tor cover ig'shown. this suitability ands ue.usee acceptance tawing fa`any'y"structu;re isg the 0....W.�N�eQ�'' DUN.FAC. 1 15 FROM BB 0 responsibility of the Building Designer par ANSI/TPI 1 See.2. 8351 Rouen Circle Sammmto,CA95828 For more Information a this pinst.Job's general notes page end these web sites' SPACING 24.0" JREF- 1 VHE7175Z11 ALPINE: www.alpineltw.com;TPI:waw.tpinst.org:WTCA: www.sbcindustry.com; ICC: www.iccsafe.erg EX('.12 31-15 I t r I 7 7 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - SD2) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 22.67 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet.(g) anywhere in roof, RISK CAT II, EXP B, wind IC DL=6.0 psf, wind BC Webs 2x4 DF-L #2(g) :W1, W2, W9 2x4 DF-L Std/Stud(g): DL=4.2 psf. :W5, W6 2x4 DF-L #1&Bet.(g): :Rt Wedge 2x4 DF-L Std/Stud(g): Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC w 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 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 4] W3X5 S 1.25 5X5= 3X5= 5X5= NI s IC 7- 9 9 I- 3X5[4]4 3X5 W6 (a) (a) 9-7-5 9 1.5X4111 W. W2 W9 (a) 0- 14 1-2-9 W1III s lu 0 s (�j 18-1-4 • Ir 4X5= 3X7= 4X5= 3X7= 1.5X4 111 5X7(B4)(R) III 101 5-2-12 5-11-10 5-8-12 5-8-12 5-11-10 5-11-10 11-2-6 11-5-8 5-11-10 5-11-10 L- 11-2-6 —I- 11-5-8 ,j_ 11-11-4 J l 34-7-2 Over 2 Supports H R=1537 U=52 R=1662 U=65 W=5.5" RL=184/-175 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01.07:T QTY:1 OR/—/1/—/—/R/— Scale =.225"/Ft. Truss Components ofOre on 503)357-2118 "WARNINGI'"e READ AND FOLLOW ALL NOTES ON THIS DRAWING! •.�t ' 04p TC LL 25.0 PSF REF R7175- 29580 825 N 401 Ave,Comel Oregon OR 97113 "IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. _\v Trusses require extrema Be In nooeeSafelyng, shipping, Installing and bracing. Refer rectto ane£Pryor F` TC DL 10.0 PSF DATE 06/16/15 the T latest edition of BCS! (Building fabricating,Component handl Information, byTPI and WTCA) Por g. Ices a to performing these functions,tInstallersushall provide temporary bracing per BCS!. Unless noted otherwise. nsca 141,459 `► top chord shall have properly attached structural sheathing and bottom chard shall have a properly attached ...c"". .Allhrigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI r BC DL 7.0 PSF DRW CAUSR7 1 75 1 51 671 19 ,4���� TI sections B3, ai or unless as applnoted other Apply plates to BaEhwing Taepeof truss and position as shown above and on , the Joint Details, unless noted othe,wipo tsfGr to drawings lbnot £or standard plata any devons.iation BC LL 0.0 PSF CA—ENG TSB/CWC I Alpine, a division of ITW Bulltling Components Group Inc. shall not be responsible for any deviatl on Prom this AN ITN COMPANY drawing,Intion failure bracing f trusses.t`Y55 in CO"Pprma"ce with ANSI/TPI ,, or for handling, shipping. ' '�. •"` g V TOT.LD, 42.0 PSF SEQN— 321759 A weal on this drawing or clever page listing this drawing, indicates acceptance of prafeesionOl engineering ? FC 7m �9t . responsIbllity solely for the design shown. The sultab1lIty end use of this drawing for any structure Is the ,eh Q4: DUR.FAC. 1 .15 FROM BB 8351 Rowan Circle responsibility of the Building Designer per ANSI/TPI I See.2. (®/ya W.^HV;. Sacramento,CA 95828 For more information see this Job's general notes page and these web sites. •9J SPACING 24.0" J REF— 1 VHE7 1 7 5Z1 1 a ALPINE:www.elpinelte.bom;TPI:weo.tpinst.org:NTCA: www.socineustry.con: ICC:www.lccsafe.org i 1 .T l THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - SD3) Top chord 2x4 DF-L #1&Bet.(g) :T2 2x4 DF-L #2(g): 120 mph wind, 23.42 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet.(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :W4, W8 2x4 DF-L #2(g): DL=4.2 psf. :W5, W6, W7 2x4 DF-L #1&Bet.(g): :Rt Wedge 2x4 DF-L Std/Stud(g): Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. (a) Continuous lateral restraint equally spaced on member. In lieu of structural panels use purlins to brace all flat TC w 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 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 1] W4X5 S 1.25 [ 4] W4X5 S 1.25 5X7(R) III 5X7(R) III T T2 9 i- 3X54 3X5s' W5 W6 W7 (a) 11-1-5 4X5[1]4 9 (a) (a) W8 0-711-14 1-2-9 — .. = 11 \ +18-1-4 3X5111 4X5[4]:---- 3X5= 3X5= 3X7= 1 .5X4 III 5X7(B4)(R) III 1-6-0 I" 6-2-12 ›.fc 6-11-10 >1" 7-5-8 >Ic 6-11-10 + 6-11-10 I_ 13-2-6 _I. 7-5-8 ,I— 13-11-4 J 1 34-7-2 Over 2 Supports R=1537 U=56 R=1662 U=70 W=5.5" RL=213/-204 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 15.01 .01 .0 . ..m QTY:1 QTY:1 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 M.MIARNINGI"" READ Aro FOLLOW ALL NOTES ON THIS DRAWING! �Cr TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "burr' FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. �°� REF R7175- 29581 Trusses require extreme care in fabricating, handling. shl Pping Installing and bracing. Refer to and follow a` the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA)for safety Practices prior 14659 •� TC DL 10.0 PSF DATE 06/16/15 to performing these functions. Installers shall Provide temporary bracing per BCSI. Unless noted otherwise,top chord chord shall have properly attached structural sheathing and bottom chord shell have a properly attached //�� rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI a. •.. TBCC DL 7.0 PSF DRW CAUSR7175 15167122 7 sections 03, BT or B10, as applicable. Apply plates to oath taco of truss and position as sM1own above and � 1 the Joint Details, unless rated otherwise. Refer to drawings 160A-Z Tor stantlard plate positions. A ���N I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this1_w e p BC LLii: 0.0 PSF CA-ENG TSB/CWC drawing, any failure to build the truss In conformance with ANSI/TPI 1. or for handling. shipping, 1, AN I'M,COMPANY installation a bracing of trusses. *AI ,,f, 7, 1"It2 �""' TOT.LD. 42.0 PSF SEQN- 321761 f N A. I on this tlal reeing or cover pe listing this drawing, Indicates aee.ptanee of prefession.l engineering ` raapanelblllty solely for the design shown. The suitability and um.of this drawing for any structure is the wipy �QQ DUR.FAC. 1 .15 FROM BB 8351 ROvaIIa Circle responsibility of the Building Designer per ANSI/TPI 1 See.2. 4N • . H P Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: ALPINE: www.alpineltw.com; TPI:wwe.tpinst.org,WFCA:www.scindustry.com; ICC: www.iccsafe.org EXP 12-.9J-1 s v SPACING 24.0" J REF- 1 VHE7 1 7 5Z1 1 b ✓ 4 1 f 1 , I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - SD4) Top chord 2x4 DF-L #1&Bet.(g) :T2 2x4 DF-L #2(g): 120 mph wind, 23.42 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet.(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :W4, W8 2x4 DF-L #2(g): DL=4.2 psf. :W5, W6, W7 2x4 DF-L #1&Bet.(g): :Rt Wedge 2x4 DF-L Std/Stud(g): Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. (a) Continuous lateral restraint equally spaced on member. 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 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 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 1] W4X5 S 1.25 [ 4] W4X5 S 1.25 5X7(R) III 5X7(R) III T T2 9 � 3X5�i 3X5�� W5 W6 W7 i (a) ` 11-1-5 4X5[1] 9 [ W4 (a) (a) W8 0-7-14 1-�9 – i_ .. = IT 18-1-4 3X5111 4X5[4]= 3X5= 3X5= 3X7= 1.5X4111 5X7(B4)(R) III 1-6-0 —6-2-12 4< 6-11-10 4< 7-5-8 -4- 6-11-10 'I< 6-11-10 13-2-6 7-5-8 13-11-4 k34-7-2 Over 2 Supports R=1537 U=56 R=1662 U=70 W=5.5" RL=213/-204 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 .0 QTY:1 OR/—/1/—/—/R/— Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 e•wARMIRGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! � ..op, 825 N 4th Ave,Cornelius OR 97113 '•It�oRrAxr FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 4 '® TC LL 25.0 PSF REF R7175— 29582 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to end fallow (ppr.`�s .* TC DL 10.0 PSF DATE 06/16/15 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA)for safety practices prior ,., ,46 5 9 � �_ to performing these tproperly Installerschstructural shall provide temporary treeing per BCSI. Unless noted attached15167123 top chord ingll have properly attached pe permanent lateral Sheathing estr entl bottom chord shall have a properly attached r BC DL 7 0 PSF rigid tel or B10,na shorn for permanent plateal restrain[of webs shall have bracing Instailedbo per BCSI _" DRW CAUSR7175 A������ sections 83, BT or 810, as applicable. Apply places to each faceoftrussand position as shown above and on R i a $ 1 fl the Joint Detsils, unless noted otherwise. Refer to drawings 16ud P for a andard plana ptsltlans. BC LL 0.0 PSF CA—ENG TSB/CWC I Alpine, a division or Ibu Building Components Croup Inc. shell n a ba responsible for any tlppiation from Chis drawing. any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, 0.:' .0'. f AN ITW COMPANY Installation A bracing of trusses, v , % �+ TOT.LD. 42.0 PSF SEQN— 321768 A seal on this drawing or cover P.ge listing this drawing, indicates.we.pt.nos of professional engineering 9 fC 7, 10 '' e responsibility solely Bar the design eheen. The suitability and use of this drawing for any etnvoture Is the 'd�,��.W W.��iR DUR,FAC. 1.15 FROM BB 8351 Rovana Circle responsibility or the Building Designer per ANSI/TPI t Sae.2. Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: SPACING 24.0" JREF— 1VHE7175Z11 ALPINE: www.elpineltw.com;TPI:sww.tpinst.org;WTCA: www.sbcindustry.000. ICC:www,lccsafe.org d EXP.12 33 15 - 4 1 d 1 I 4 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - C) Top chord 2x4 DF-L #1&Bet.(g) :T2 2x4 DF-L #2(g): 120 mph wind, 23.42 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet.(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :W4, W8 2x4 DF-L #2(g): DL=4.2 psf. :W5, W6, W7 2x4 DF-L #1&Bet.(g): :Rt Wedge 2x4 DF-L Std/Stud(g): Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. (a) Continuous lateral restraint equally spaced on member. 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 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 1] W4X5 S 1.25 [ 4] W4X5 S 1.25 5X7(R) III 5X7(R) III T T2 9 F- 3X54i 3X5 W5 W6 W7 (a) 11-1-5 7 9 4X5[1]�i (a) (a) W8 0-7-14 1-2-9 — = a +18-1-4 3X5111 4X5[4]= 3X5= 3X5= 3X7= 1 .5X4111 5X7(64)(R) III 1-6-0 �y 6-2-12 1‹ 6-11-10 ›.I.c 7-5-8 + 6-11-10 '- 6-11-10 I, 13-2-6 _I, 7-5-8 _1, 13-11-4 -1 1 34-7-2 Over 2 Supports =i R=1537 U=56 R=1662 U=70 W=5.5" RL=213/-204 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2D%(O%)/4(0) 15.01 .01 .0 QTY:1 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon (503)357-2118 **IMPORTANT.* gr •'WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! �{ 1 OF 825 N 4th Ave,COrnehlls OR 97113 FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. � 1. �� TC LL 25.0 PSF REF R7175— 29583 Trusses require extreme re In fabricating, handling, shipping, Installing and bracing. Refer to and follow '` TC DL 1 0.0 PSF DATE 06/16/15 the latest edition of SCSI (Building Component Safety Information by TPI and WTCA)for safety practices prior V * Tx to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, /y41 n 14859 '' top chord shell have properly attached structural sheathing and bottom chord shatI have a properly attached �'^„ r— rigidcti Gelling. Locations shown for permanent lateral restraint of webs shall have bracing InstalledperSCSI BC DL 7.0 PSF ,4�� I sections 83, B7 or 610, as applicable. Apply plates to each faceof trussand position as shown abovo and on ev i I I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions, I Alpine, a dIvlelen of ITM BuildingComponents Group Inc, shall not be responsible for deviation from this BC LL 0.0 PSF CA-ENG TSB/CWC pone< aspons any ill:, crewing. any failure to build the ruse In conformance with ANSI/TPI 1, or for Handling, shipping, v• AN ITW COMPANY installation A bracing of trusses, , �g v TOT,LD. 42.0 PSF SEQN- 321771 A seal on this drawing or cover page lifting this drawing, Indicatsacceptance of professional engineering ® responsibility solely for the design shown. The suitability and usee of this drawing for any structure la the 4tldpFC 9 � ' C�At. DUR.FAC. 1 .15 FROMresponsibilityr 8351 RDuaGa Circle responsibility of the Building Designer per ANSI/TPI 1 Sac,2. W BB Sacrarnent,CA 95828 For more Information see this Jobs general notes page and these web sites ALPINESPACING 24.0" J REF- 1 VHE7 1 7 5Z1 1 : www.alpineltw.com;TPI:www.tpinst,org;WTCA: www,sbclndustry,cam; ICC:waw,lccsefa,org EXP.12 3 1 15 a s l 1 l I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - SD7) Top chord 2x4 DF-L #1&Bet.(g) :T2 2x4 DF-L #2(g): 120 mph wind, 23.42 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF—L #1&Bet.(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :W4, W8 2x4 DF-L #2(g): DL=4.2 psf, :W5, W6, W7 2x4 DF-L #1&Bet.(g): :Rt Wedge 2x4 DF-L Std/Stud(g): Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors, (a) Continuous lateral restraint equally spaced on member. 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 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 1] W4X5 S 1.25 [ 4] W4X5 S 1.25 5X7(R) III 5X7(R) III T2 9r- 3X53X5 W5 W6 W7 (a) 11-1-5 4X5[1]]�i 9 . [ W4 (a) (a) WB 0-7-14 • 1 1-�9 — _ _10_18-1-4 3X5111 4X5[4]= 3X5= 3X5= 3X7= 1 .5X4 111 5X7(B4)(R) III 1-6-0 6-2-12 >° 6-11-10 + 7-5-8 6-11-10 >I< 6-11-10 I— 13-2-6 ,j_ 7-5-8 ,I, 13-11-4 J l34-7-2 Over 2 Supports =1 R=1537 U=56 R=1662 U=70 W=5.5" RL=213/-204 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 ,1lir .11i. QTY:1 OR/—/1/—/—/R/— Scale =.1875"/Ft. Truss Components of Oreon (503)357-2118 •eWARNINGI a"READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 25,0 PSF 825 N4thAve,Comeluls OR 97113 "I FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175— 29584 Trusses require a trams re in£ebrlceting, handling, shipping, Installing and bracing. Refer to and follow TC DL 10.0 PSF DATE 06/16/15 to the latest edition or nctl nst Component Safety Information. by TPI and wBCSI reU safety practices prior 1 46 5 9 '� to performing tnhav functions.lInstallerstshall provide sheathing bracing per aUnless notedlattached top d ceiling. shall Love properly attached ptl structural rM1l reetg and bottom chord shall have a properly attached BC BC DL 7.0 PSF DRW CAUSR7175 15167126 rigid cel 3, Locations shown for permanent lateral reatreln[or webs shall nave bracing Installed Per BCBI a' A 1`��g I :,:-Ions B3, BT or 610, as applicable. Apply plata:[o each racaeaf truss antl posltl.:=7:::.'"""" s shown .' antl -. the Jol nt Details, unless n xetl otherise. Re Par to tlrewings 160A-Z For stench rtl plate post tions. Pw BC LL 0.0 PSF CA—ENG TSB/CWC I Alpine,a y failure of ITN Bd the g Components Group Inc. shell not be nor for bre for any deviation From this tlrawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, snipping, '' 1y AN ITW COMPANY Instal latlon a bracing of trusses, ;,s 'fc T. 1y$A,. 4,.. TOT.LD. 42.0 PSF SEQN— 321774 s A see!en this drawing or cover peg.listing this drawing, Indicate.acceptance of prefe..lon.l engineering ®.1w• Y responsibility solely for the design shown. The suitability and use of this drawing far any structure is the op Ww G�0 DU R.FAC. 1 .15 FROM BB r 8351 RovonaCIrcle respeneibility or the Building Designer par ANSI/TPI 1 Sae.2. ! 'Y Sacramento,CA 95828 For more information see this Job's general notes page and these web sites: SPACING 24.0" J REF— 1 VHE7 1 752 1 1 ALPINE:www.elpineltw.cum;TPI:www.tpinst.org; tam www.sbcindustry.com: ICC:www.iccsafe.org EXP.12-31-15 a - 4 1 i 1 I I 0 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR, (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - SD6) Top chord 2x4 DF-L #1&Bet.(g) :T2, T3 2x4 DF-L #2(g): (**) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet.(g) plot details for special positioning requirements. Webs 2x4 DF-L Std/Stud(g) :W4, W8 2x4 DF-L #2(g): :W5, W6, W7 2x4 DF-L #1&Bet.(g): 120 mph wind, 23.89 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :Rt Wedge 2x4 DF-L Std/Stud(g): anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Connectors ingreen lumber DL=4.2 psf. (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. (a) #3 or better scab brace. Same size & 80% length of web member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. 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 2.00. JT PLATE LATERAL CHORD 5X5= 5X5 No SIZE SHIFT BITE [ 1] W4X5 S 1.25 [ 4] W4X5 S 1.25 %•��'6 T � 9 r— r3X5o 3X5% 3X5A. 0 12-0-6 4X5[1] t�'f,,,/,f,♦,' ' N%**� ......_li ihibi 0-7-14 0-10-14 _ �_. _, ` _ 0 18-1-4 3X5(**) III 4X5[4]= 3X7- 3X5= 3X5= 1 .5X4 III 5X7(64)(R) III 1-6-0 I- 7-3-0 SIC 7-7-0 >i< 5-0-0 >I< 7-7-0 'I< 7-7-0 I_ 14-10-0 _I, 5-0-0 �1_ 15-2-0 J < 35-0-0 Over 2 Supports >I R=1555 U=57 W=5.5" R=1680 U=72 W=5.5" RL=234/-223 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 .0 .- .'�, QTY:1 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components Of Oregon (503)357-2118 ...WARNING!".o BEAD AND FOLLOW ALL ONTRA ON THIS BBA%lNfil ed` k TC LL 25.0 PSF REF R7175- 29585 825 N 4th Ave,Comelws OR 97113 "IMPORTANT" PUBrIrsI1 THIS DRAWING m Au I ORIRACfO t$rWOLlmriw THE INSTALLERS. 4 Trusses require extreme re In fabricating, handling, shipping, installing and bracing. Refer to and follow `.. TC DL 1 0.0 PSF DATE 06/16/15 the latest edition of SCSI (Building Component Safety Information, by TPI and%TCA) for safety practices prior fv 14659�'7' '# o performing rheas functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, ns ... top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached rigid calling. Locations shown for permanent lateral restraint of web.shall have bracing Installed per SCSI 1, .,4001101110^ BC DL 7.0 PSF DRW CAUSR7 1 75 1 51 671 27 �� w sections 63, B7 or 1310, as applicable. Apply plates to each face of truss and position as shown above a ^ and on , A I ; the Joint Details, unless noted otherwise. Refer to drawings 160Ao-Z for standard plate positions. I 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 TSB/CWC drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, �' shipping, N AN ITW COMPANY Installation&bracing of trusses. n �' 4® T 1 9 �4' TOT.LD. 42.0 PSF SEQN- 321777 A seal on this drawing or the d pegs hose.g this dsuitability i Indicates of this of for professional engineering ,`C 9� responsibility solely for the deign shorn. The suitability end use of this drawing for any structure is the ' 8351 Roma Circle responsibility of the Building Designer per ANSI/Ft 1 Snn.2. �t/q�W.`,r��4. DUR.FAC. 1 15 FROM BB Sacramento,CA 95828 For more Information see this Job's general notes page end these web sites: SPACING 24.0" J REF- 1 VHE7 1 7 5Z1 1 ALPINE: www.alpineltw.com:TPI:www.tpinst.org;WTCA:www.sbclndustry.co,n; ICC:wew.iccsafe.org EXP 1 7-31-1 S 1 , I , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - SD5) Top chord 2x4 DF-L #1&Bet.(g) :T2 2x4 DF-L #2(g): (**) 1 plate(s) require special positioning. Refer to scaled plate Bot chord 2x4 DF-L #1&Bet.(g) plot details for special positioning requirements. Webs 2x4 DF-L Std/Stud(g) :W4, W5, W8, W9 2x4 DF-L #2(g): :W6, W7 2x4 DF-L #1&Bet.(g): 120 mph wind, 23.14 ft mean hgt, ASCE 7-10, CLOSED bldg, Located :Rt Wedge 2x4 DF-L Std/Stud(g): anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psi, wind BC DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. (a) #3 or better scab brace. Same size & 80% length of web member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. 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 five 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 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 1] W4X5 S 1.25 [ 4] W4X5 S 1.25 5X5= 3X5= 5X5= if 3X5% 9 ♦♦♦♦4♦ 3X5 W7♦i♦♦♦♦ t,I J(a) (a)♦♦♦ �•4 10-6-6 � 44, 4X5[1]% 4 Wt�4 W6 ♦♦♦ �. AT (a),,♦44 G ♦♦♦♦i (a) I +,444 Ar A ♦'o�� W9 0-7-14 • 0-10-14 = o- 18-1-4 1 T 3X5(**) III 4X5[4]= 3X7= 3X5= 3X7= 1 .5X4111 5X7(B4)(R) III 1-6-0 6-3-0 I 6-7-0 6-7-0 I 4-6-0 9-0-0 4-6-0 ›.1.c 66-7-00 >lc 66_7-0 1. 12-10-0 _I— 9-0-0 _1,. 13-2-0 J f< 35-0-0 Over 2 Supports >{ R=1555 U=53 W=5.5" R=1680 U=66 W=5.5" RL=206/-195 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 15.01 .01.0 -.. Ar QTY:1 OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oreon ((503))357-2118 • WARNING,••READ AND FOLLOW ALL NOTES ON THIS DRAWING, • OF 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLwINO THE INSTALLERS. S§ F TC LL 25.0 PSF REF R7175- 29586 Trusses require extreme care 1n fabricating, handling,shipping, Installing and bracing. Refer to and follow ass® the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior ef Vf 1� TC DL 10.0 PSF to performing these functions Installers shall a temporary ng per 14859 DATE 06/16/15 per g provide C bract r BCSI. Unless noted otherwise, -� top chord shall have properly attached etruotarai sheathing and bottom chord shall have a properly attached . '~ BC DL 7.0 PSF T] rigid cel I Ing. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI ' .a '/ . DRW CAUSR7175 15167128 A[Lull N 1 sections BS, ai or BID, as applicable. Apply plates to each faceoffor and position as shown above and on ,,. ' , the l Joint Details, unless noted otharwlpo Rear to drawings sha l not fordard plate any devias.tion BC LL 0.0 PSF CA—ENG TSB/CWC Alpine, a division failure of ITIVbu Building Components Group Inc. shell not be responsible any tleviatlon from this drawing, any Pallure to build the truss In conformance with ANSI/7P! 1,or for handling, shipping, *'^ �,� AN ITW COMPANY Instal latl on&bracing of trusses, C. 9 /P.Z'`+' TOT.LD. 42.0 PSF SEN- 321780 A...I on this drawing or cover W0•,,sting this drawing, indicates.ae.pt.nee of professional engineering .�® C 7 g9nn �AV responsibility solely for the design eho.n. The suitabilityIli D .l«,use of this drawing for any structure Is the '1444N ��� DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle rs.pes.mn lty of the Building Oe.lgror par ANsI/TPI I See.z. P Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: SPACING 24.0" J RE F- 1 VHE7 1 75Z 1 1 ALPINE: www.al pinalte,ee n;TP1: www.tpinst.org; WTCA: www.ebel nduatry.ctm; ICC:www.locsafe.org i'Xp 19- 1-15 � ' l I 1 , l I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - SDG1) Top chord 2x4 DF-L #1&Bet.(g) Special loads Bot chord 2x6 DF-L 2400f-2.OE (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 DF-L #2(g) TC- From 75 plf at 0.00 to 75 plf at 10.83 :W1, W2, W9, W10 2x4 DF-L Std/Stud(g): :W7 2x4 DF-L #1&Bet.(g): TC- From 37 plf at 10.83 to 37 plf at 12.90 :Lt Slider 2x4 DF-L Std/Stud(g): BLOCK LENGTH = 1.500' :Rt Wedge 2x6 HF TC- From 75 plf at 12.90 to 75 plf at 23.83 #2: TC- From 75 plf at 23.83 to 75 plf at 36.50 BC- From 14 plf at 0.00 to 14 plf at 10.84 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- From 7 plf at 10.84 to 7 plf at 12.90 BC- From 14 plf at 12.90 to 14 plf at 35.00 BC- From 5 plf at 35.00 to 5 plf at 36.50 (I) - plates so marked were sized using 0% Fabrication Tolerance, 0 PLB- 1197.06 lb Conc. Load at10.84,18.14 degrees Rotational Tolerance, and/or zero Positioning Tolerance. PLB- 2692.99 lb Conc. Load at (12. 90,18.14) 120 mph wind, 22.39 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. (a) #3 or better scab brace. Same size & 80% length of web member. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. 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 2.00. 5)(7(1)„,_ JT PLATE LATERAL CHORD 6X6= = No SIZE SHIFT BITE 3X5[12]--. [ 7] W4X5 2.50 R 3.50 ave [11] W4X8 S 4.75 T [12] W3X5 S 1,25 3X5/9 i� 3X5' 1 /if(a(r) W7 9-0-6 3X5% �., 7 9 W2 i, 0-10-14 W1 �,i W9 W10 0-7-14 i o B 0 I 6 �� 1 18-1-4 1012(E1)= 1 .5X4 III 4X5(R)[7] III 1012= 3X5= 1.5X4 III \ 4X8(R)[11] III 6X8(B8R) 1-6-0 ,I ,I�y 5-5-0 -I 5-5-0 �I2 0-121 6-3-1243-0 ?1 6-8-4 �� 5-7-0 -I 5-7-0 !I 10-10-0 13-0-0 11-2-0 �< 35-0-0 Over 2 Supports R=4012 U=445 W=5.5" R=3022 U=285 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 .0 .{.1rTT� QTY:1 OR/-/1/-/-/R/- Scale =.1667"/Ft. Truss Components of Oreon (503{`)357-2118 "WARNING!•• READ AND NG TO ALL VRTRA ON THIS DRAWING! �„`�rH REF R7175- 29587 825 N 4 Ave,CnrnetlUS O1i97113 ••IMPORTANT• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. `� TC LL 25.0 PSF Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow P\_ ,* TC DL 10.0 PSF DATE 06/16/15 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior tiJ �A o performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. a�.. 14859 '4› [op chord shall have properly attached structural sheathing and bottom chord shall have a properly attached 'mw..' r' BC DL 7.0 PSF rigid ceiling. Locations shown far permanent lateral restraint of webs shall have bracing Installed per BCSI ,• -'' DRW CAUSR7175 15167130 ,4��0�� T' sections 63, 87 or 810, as applicable. Apply pietas to each faceoftruss and position as shown above and on the Joint Details, unless noted otherise. Refer to drawings 160A-Z for standard plate positions. BC LL 0.0 PSF CA-ENG TSB/CWC Alpine, a division of RTW Building Components Group Inc. shall not be responsible for any deviation from this crewing, any failure to build the truss In conformance with ANSI/TPI 1,or for handing, shipping, �,K ^ AN ITW COMPANY Installation&bracing of trusses. . �o, ,.�f+ TOT.LD. 42.0 PSF SEQN- 321787 oe * A seal on this drawing or cover page listing this drawing, indieetes soptanos of professional engineering 4 ,FO,7,1g �p`(I . , responsibility solely for the design sheen. The suitability and use of this drawing for any structure Is the ! respeesiblllty of tile p1 8351 RGvana Carle "AIN Y acraene Building Designer par AtSI/TPI See.2. "AIN W.GV DU R.FAC. 1 1 5 FROM BB SmlgCA95828 For more information see thIs Job's general notes page and these web sites: SPACING 24.0" JREF- 1VHE7175Z11 ALPINE:www.elpineltw.com; TPI:www.tpinst.org, WTCA:www.sbtlndustry.com: ICC:www.iccsafe,org FXP 12-31-15 1 ' , I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - SDG3) Top chord 2x4 DF-L #2(g) :T2 2x4 DF-L 2400f-2.OE: Special loads :T3 2x4 DF-L #1&Bet.(g): (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Bot chord 2x6 DF-L 2400f-2.OE TC- From 72 plf at 0.00 to 72 plf at 3.16 Webs 2x4 DF-L Std/Stud(g) :W4, W6, W8 2x4 DF-L #2(g): TC- From 75 plf at 3.16 to 75 plf at 9.04 TC- From 36 plf at 9.04 to 36 plf at 29.83 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- From 7 plf at 0.00 to 7 plf at 29.83 BC- 332.81 lb Conc. Load at 1.06, 3.06, 5.06, 7.06 9.06,11.06,13.06,15.06,17.06,19.06,21.06,23.06,25.06 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located 27.06,29.06 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. (a) #3 or better scab brace. Same size & 80% length of web member. Right end vertical not exposed to wind pressure. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live load OC. 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 2.00. No SIZE SHIFT BITE [ 5] W2X4 S 2.50 [20] W6X1O 3.75 R 2.50 1 .5X4 III [22] W5X7 S 1.25 [23] W4X5 S 2.75 5X7= 3X5= 3X5= 5X7[22]------ T3 im m I} T T T2 f j�,, 6X10 9 W4 W640•1. (a),.Ato W : (a) 6-4-1 6-2-3 6 1►\\\\\\\\ 1111,,44// 0-4-3 B \\�\\\\\\\, - ►►' Er 4X1 (:8R)= 5X7= 8X8= 6X10[20]= 4X5[23] III 2X4[5] III L. 3-1-14 3-1-14 �` 5-10-10 5-10-10 "I` 6-11-12 6-11-12 6-10-0 'I` 6-11-12 6-11-12 L 3-1-14 _1_ 5-10-10 ,I_ 20-9-8 -I E 29-10-0 Over 2 Supports R=3413 U=136 W=5.5" R=3210 U=181 W=3.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%D)/4(0) 15.01 .01 .0 QTY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components ofOre on (503)357-2118 ""WARNINGI""READ AND MUDS ALL NOTES ON THIS DRAWING! ®}C 825 N4111Ave,Cornelius OR 97113 "lw�m+ FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. y�ty� TC LL 25.0 PSF REF R7175- 29588_ Trusses require extreme re In fabricating, handling, shipping, Installing and bracing. Refer to end follow �y TC DL 1 0.0 PSF DATE 06/16/15 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior At ` � to performing these functions. Installers shall provide temporary bracing per BCSl. Unless noted otherwise, 1 46 5 9 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 15167135 ,4 L�� 1 sections 83, Bl or B10, as applicable. Apply plates to each faceoftrussand position as shown above and on as£e 1.40,0 I the Joint Details, unless noted otherwise. Refer to drawings 16oA-Z for standard plate positions. �`'"' BC LL 0.0 PSF CA-ENG TSB/CWC I i Alpine, a dlvisl on oP ITW Bulltling 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 BM/COMPANY Installation a bracing of trusses. ♦ 9 y . TOT.LD. 42.0 PSF SEQN- 321831 * Awl on this drawing or theer sign shawl. this drawing, Indicates douse of hsndr ofof gora any engineering 9j;SON 7, 19� Qe ' DUR.FAC. 1 .15 FROM BB ' responsibilityis solely Tor sop designFo.lista The suitabilityrawingend use of this drawing for slo lstructureie ri the m 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 Sae.2. ��.�{�,,i-,. . Sacramento,CA 95828 For more information a this Job's general notes page and these web sites: SPACING 24.0" JREF- 1VHE7175Z11 ALPINE: .alpinaltw.com; TPI:a pinst.org; WTCA: www.sbcindustry.com; ICC:waw.iccsefe.arg EXP.12 31 15 y 1 , I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - SD8) Top chord 2x4 DF-L #1&Bet.(g) :T1 2x4 DF-L #2(g): 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet.(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L #2(g) :W1, W2, W3 2x4 DF-L Std/Stud(g): DL=4.2 psf. . Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. (a) #3 or better scab brace. Same size & 80% length of web member. Right end vertical not exposed to wind pressure. Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. In lieu of structural panels use purlins to brace all flat TC @ 24" Bottom chord checked for 10.00 psf non-concurrent bottom chord live OC. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, factor for dead load is 2.00. Ce=1.10, CAT II & Pf=21.17 psf. 4X5= 3X5= 3X5= 1 .5X4 III 9 fl 9 7 Ale 3X5 �: ��� AI AW C je Amr Alp AirIP ArAN 1 �1 1 C ��,, 7-10-1 7-8-3 Aar t a) \/Ill' (a) 4X5(SRS)(R) W3 `,SAI _�� 6 I— , w2AV AI G AI 0-4-3 T1 4 W1 e NM LII MS ■a 10-0-0 i 3X5= 3X7= 3X5 3X5= 4X5(R) III 4X5(A2) L, 3-1-14 3-1-14 .1< 3-11-5 I, 3-11-5 j` 5-8-7 i 5-6-11 I_ 5-8-7 7-10-10 8-4-0 'I` 8-7-8 I, 3-1-14 _I_ 7-10-10 _I, 16-11-8 ,I k 28-0-0 Over 2 Supports IR=1227 W=5.5" R=1271 U=10 RL=122/-40 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 15,01.01 . 'qEPROpe Y:1 OR/—/1/—/—/R/— Scale =.275"/Ft. Truss Com onentsofOre on (503 357-2118 'eWARNING1*. READ AND FOLLOW ALL NOTES ON THIS DRAWING! y TC LL 25.0 PSF REF R7175- 29589 P g ••IMPORTANT• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. (l 1. 825 N 4th Ave,Cornelius OR 97113 Trusses require e t ems re in fabricating, handling, shipping, Installing and bracing, Refer to and follow the latest edition ofrecsl`(Building Component Safety Information, by TPI and WTCA) for safety practices prier 14659 '9 '„ TC DL 10.0 PSF DATE 06/16/15 to performing these functions. Installers snail provide temporarybracing Per BCS1. Unless noted otherwise. Po 04111164, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached JaiI BC DL 7.0 PSF DRW CAUSR7175 15167137 rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI sections B3, B7 or B10, a applicable. Apply plates to each face of trussand position as shown above and on ' O ' he Joint Details, unless otherwise. Refer to drawings 1B0A-2 for plate positions. BC LL 0.0 PSF CA-ENG TSB/CWC Alpena, a division of ITW Building Components Group Inc. sM1ell not be responsible for any depletion from this 'N r handlin shiA��� drawing. any failure to bulltl the truss In conformance with ANSI/TPI or fo PP 9. AN ITW COMPANY installatian A bracing of trusap 7, ti9'�g �i�' TOT.LD. 42.0 PSF SEAN- 321834 rm�ponsbility sois olely'Wfr the design Iisting shwn, TheAsuitab'ipity andeuRse oT this drawinf gffoorr eny s ruci t rre Is Ue Cresponsbility of the Building Designer per ANSI/TPI 7 See.2. \\%.,.,:. PIW$W.CA” DUR.FAC. 1.15 FROM BB ' 8351 RovNle Circle Sacramento,CA 95828 For more information s_this Job's general notes page and these web sites: EXP.12-31-15 SPACING 24.0". JREF- 1VHE7175Z11 ALPINE: www,elpineltw,com; TPI:ww.tpinst.org;WTCA: www.sbeindustry.com; ICC:www,iccsafe,org 1 1 4 I (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - SD9) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) :T2 2x4 DF-L #1&Bet.(g): 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet.(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L #2(g) :W1, W3 2x4 DF-L Std/Stud(g): DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. (a) #3 or better scab brace. Same size & 80% length of web member. Right end vertical not exposed to wind pressure. 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. ion 0 Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, ffactor tfor deadsload6isl2. 000and L/240 total load. Creep increase Ce=1.10, CAT II & Pf=21.17 psf. 4X5= 1.5X4111 ►,�Illllln / r s � � 3X5 • T2 0 (a) 9-2-3 9-4-1 4X5(SRS)(R) ��� 6 1— Ii j 0-4-3 ®-- _ tI. _ .. . 10-0-0 3X5= 3X5= 4X5= 3X5(A1) 1- 3-1-14 3-1-14 1 4 51111-13-5 4-11-5 6-4-5 2-5-8 L, 3-1-14 _ j_ 9-10-10 j_ 2-5-8 15-6-0 Over 2 Supports R=685 W=5.5" R=680 U=27 RL=147/-49 Design Crit: I RC2012/TP I-2007(STD) PLT TDP. Wave FT/RT=2%(0%)/4(0) 15.01 .01.1�r PR. tTY:1 OR/-/1/-/-/R/- Scale =.275"/Ft. Truss Components of Oregon (503)357-2118 •'WARN ING Iea READ AND FOLLOW ALL NOTES ON THIS BRAIDING! r 825 N 4th Ave,Cornelius 01297113 ••IIWORTNIT FURNISH THIS DRAWING TO ALL CgMRACTORS INCLUDING THE INSTALLERS, rr``�� s TC LL 25.0 PSF REF R7175- 29590 Trusses require extreme re In Fabricating, handling, shipping, Installing and bracing. Refer to and Follow V the latest edition of SCSI(Building Component Safety Information, by TPI and DRCA) for safety practices Prior At, 1 46 5 9 9 TC DL 10.0 PSF DATE 06/16/15 to performing these functions, tInstallers shell provide temporary bracing per SCSI. Unless noted otherwise, +s.x 1.-- top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shalt have bracing Installed per SCSI Ao a 1.0„.„,0., BC DL 7.0 PSF DRW CAUSR7175 15167140 ,4�1 sections 03, 07 or 010, as applicable. Apply plates to each fanooftrussand position as shown above and on 4 LIR J 1 tM1e Joint Details, unless n tetl otherwise. Refer td d1:17=1'16:::' 1:17 gs 160::'Pcrstantlard Plate pae,tidns, BC LL lL� I Alpine, a tlivislon of RTW Bulltling Components beep Inc, a„a„ n t ba responsible fdr any dee,au nn Pram this •,+-,, 0.0 PSF CA—ENG TSB/CWC drawing, any failure to build the truss In conformance with ANSI/TPI 1,or Por bandiing, shipping, /. �+�..fy AN RTW COMPANY meteuauen&bracing of trusses. 9 40 7,t9$9 get TOT.LD. 42.0 PSF SEQN- 321837 r A seal on thin drawing or ewer page listing this drawing, Indiwtas soesptanee of professional engineering 4) '4'0 g� responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the V t� S t 8351 Rowena Circle responsibility of the Building Designer per ANSI/TPI 1 Sec.2. T®R W.�jit�` DUR.FAC. 1.15 FROM BB Sacramento,CA95828 For more Information see this Job's general notes page and these web sites: y ALPINE:www.alpineitw.com;TPI:www.tpinst.org;NTCA: www.sbcindustry.com; ICC:www.iccsafe.org EXP.12-31-15 SPACING 24.0” J RE F- 1 VHE7 1 75Z 1 1 l THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - SD10) Top chord 2x4 DF-L #2(g) :T2 2x4 DF-L #1&Bet.(g): 120 mph wind, 15.22 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet.(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :W4 2x4 DF-L #2(g): DL=4.2 psf. :W5 2x4 DF-L #1&Bet.(g): Wind loads and reactions based on MWFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction factors, design. Right end vertical not exposed to wind pressure. (a) #3 or better scab brace. Same size & 80% length of web 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 load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor 1 .5X4 III for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 3X5 9 7 0 0 • i g ,111 (a) 10-10-1 T W411I 4# 4X5(SRS)(R) (a) 4/, 0 ►, 1111111 0-4-3 6 i ii - 4, 0 im- mi- mi 0 10-0-0 l 3X5(A1)= 1.5X4 III 3X5= 4X5= 11-6-01 13-1-14 I 6-2-1 + 6-2-1 al I. 3-1-14 _I, 12-4-2 J f= 15-6-0 Over 2 Supports >{ R=808 W=5.5" R=672 U=39 RL=187/-72 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01. RRQp1 ATY:1 OR/-/1/-/-/R/- Scale =.25"/Ft. Truss Components of Oregon 5031(357-2118 w44912141MM..READ AMO FOLLOW ALL NOTES ON THIS DRAWING! TC LL 25.0 PSF REF R7175- 29591 825 N 4th Ave,Cornelius O 97113 ...IMPORTANT*. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. • ' Trusses require extreme re In fabricating, handlSafety ng, shipping, installing and bracing. Refer to and fellow e� �14659 9�» TC DL 10.0 PSF DATE 06/16/15 the T latest edition of BCSI (Building Component Safety Information, by TPI and NTCA) for safety practices orlon p�s'�m/ o performing these functions.t Installers.shell provide temporary bracing per BCSI. Unless noted otherwise, ^me i , Adikhk top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installs,,per BCSI A s" a 1 sectionsT. B3, 87 or B10, as applicable. Apply plates to each face of trussand position as shown above and on :,. DL 7.0 PSF DRW CAUSR7175 15167142 AI� ^ ' I i e Joint Details, unless noted otherwise. Refer to drawings,BGA-Z for standard plate positions, BC LL 0.0 PSF CA-ENG TSB/CWC I'I., ' `V' I Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this s,w + drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, way AN ITW COMPANY installation A bracing of trusses. ,9 'FC 7, 'y%`� a A, TOT.LD. 42.0 PSF SEQN- 321840 • A seal on this Crewing or cover Page listing this drawing, indicates sees �, ' responsibility solely for the design shown. The suitability and use of this drawing for y s ucture i•t Q r 6351RovmlaCircle 1'eeprnaibhilty of the Building Designer per ANSI/TPI 1 Sec,2. my structure Is the �e®Ju W./s��` DUR.FAC. 1.15 FROM BB Sacramento,CA95S28 Far more Information s this fob's general notespage and these web alta.: EXP.12-311-15 SPACING 24.0" ../REF- 1VHE7175Z11 � ALPINE: www.elp ire ltw.com; TPI:www.tpinst.org;WTCA: www.sbel ntlustry.com; ICC; www.locsafe.org i i l , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - K) Top chord 2x4 DF-L #2(g) :T2 2x4 DF-L #1&Bet.(g): 120 mph wind, 15.39 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet.( ) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :W4 2x4 DF-L #2(g): DL=4.2 psf. :W5 2x4 DF-L #1&Bet.(g): Wind loads and reactions based on MWFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction factors. design. Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, 1 .5X4111 Ce=1.10, CAT II & Pf=21.17 psf. -7-- 3X5 3X5 9 7 �� W5 (a) 11-2-3 T- (a) 4X5(SRS)(R) 0� o, 0-4-3 6 r'�_�.►Nr_-- 1 0 _ _j 10 10-0-0 _L 1.5X4 111 3X5= 4X5= 3X5(A1) 12:6-3 6-2-1 H 3-1-14 �I< 6-2-1 _lc6-2-1 1_3-1-14_I_ 12-4-2 J 1 15-6-0 Over 2 Supports =i R=808 W=5.5" R=679 U=44 RL=194/-73 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01 ,0,(,�ex_. ;t; ,,, QTY:1 OR/-/1/-/-/R/- Scale =.225"/Ft. Truss Components ofOre on (503)357-2118 WARNING!H READ AND FOLLOW ALL NOTES ON THIS DRAWING! e'{�P ' E TC LL 25.0 PSF REF R7175- 29592 825 N4thAve,CornelwSOR97113 'IMPORTANT*. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. p '` Trusses require extreme re In fabricating, handling, shipping, Installing and bracing. Refer t and fellow c`� c':9, ' TC DL 10.0 PSF DATE 06/16/15 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior 1 4 8 5 D A to performing these functions. Installers shall provide temporary bracing per BCSI.r Unless noted otherwise. BC ,41164 top chord shall have properly attached structural sheathing and bottom chord shall have a properly a tach r DL 7.0 PSF DRW rigid ceiling. Locations Shown for permanent lateral restraint of webs shall have bracing Installed per BCSI •' CAUSR7175 15167144 ,4 LL )[IN T' sections B3, B7 or unless as applicable. Apply plates to each face of for and rd plate as shown above and o 1 the Joint Details, unless notal otherwise. Refer to drawings 180A Z Por standard plata any deviation BC LL 0.0 PSF CA-ENG TSB/CWC Alpine, a division of ITV build truss Components Group Inc. shall t b1 responsible f ens tlppintlon from this s�. -s drawing, any failure to f Cru the In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Installation/1.bracing p£trusses. nay 9 -�^y� TOT.LD. 42.0 PSF SEQN- 321842 e A'eel on tills drawing or cover page listing this drawing, Indlwetes acceptance of professional engineering a,/ '4 C.7' 19$ (1'ct + responsibility Solely for the design ehsee. The suitability and use or this drawing for airy structure lathe , .QI1�/���.G��IQS DUR.FAC. 1 .15 FROM BB ` 83$1 Roma Circle responsibility of the Building Designer per ANSI/TPI I See.z. v Sacramento,CA 95828 For more Information a this Job's general notes page and those web sites: SPACING 24.0" JREF- 1VHE7175Z11 ALPINE:sew.elpineitw.com;TPI: www.tpinst.org:WTCA: www.sbnindustry.com; ICC:Sec.lccsafe.org EXP.12 31 15 a y , t t , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - HG) Top mord 2x6 HF SS#:62e2x6 HF'#2:2x4 DF-L #2(g): 2 COMPLETE TRUSSES REQUIRED I ( 2 Webs 2x3 HF #2 :W1, W6 2x4 DF-L Std/Stud(g): Nail Schedule:0,120"x311, min. nails :W2, W5, M5, M6 2x4 DF-L #2(g): :W3, W4 2x4 DF-L #1&Bet.(g): Top Chord: 1 Row @10.75" o.c. :Lt Wedge 2x6 HF #2::Rt Wedge 2x4 DF-L Std/Stud(g): Bot Chord: 1 Row @ 4.75" o,c. Webs : 1 Row @ 4" o.c. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Use equal spacing between rows and stagger nails in each row to avoid splitting. 4" o.c. spacing of nails perpendicular and parallel to Additional loads per truss fabricator grain required in area over bearings greater than 4" BC- 180.56 lb Conc. Load at 1.27 BC- 269.56 lb Conc. Load at 3.27 120 mph wind, 23.67 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 353.22 lb Conc. Load at 5.06 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC BC- 1879.79 lb Conc. Load at 7.06 DL=4.2 psf. BC- 1221.78 lb Conc. Load at 14.23 BC- 334.22 lb Conc. Load at 16.23,18.23,20.23 Wind loads and reactions based on MWFRS. BC- 841.59 lb Conc. Load at 21.19 Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF Provide lateral wind bracing per ITWBCG wind bracing details or per cladding load one face, and 24.0" span on opposite face. Top chord engineer of record. 2X3 studs require reinforcement at 70% of the length must not be cut or notched. tabulated for 2X4 studs of the same grade. * See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind ( ) Provide lateral bracing for inset 5X5(R) III bracing requirements. member. Attach nailer at edge of ,3 �� W4 _ lower roof diaphragm, or use purlins at �1� Deflection meets L/360 live and L/240 total load. Creep increase 24" oc. factor for dead load is 2.00. 3X5[6] 2 3X5o� JT PLATE LATERAL CHORD 3X5�� No SIZE SHIFT BITE [ 5] W4X5 S 3.50 g ��'I I'!�: 6 [ 6] W3X5 2.75 L 1.25 11-7-2 gill 9 [21] W4X5 1.75 R 3.25 0 714 411J4ll \ 18-1-4 T 6X8(B8R)= = =4X5[5] III 3X56X662 6X6(63) 4X5(R)[21] III 1-6-0 J 7-0-12 I 7-0-12 �I` 7-6-4 I 7-6-4 'I` 7-0-12 I- 14-7-0 -I- 14-7-0 _I 1 29-2-0 Over 2 Supports R=5208 U=196 W=5.5" R=4378 U=322 W=5.51' Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01.1 i ,v QTY:1 OR/-/1/-/-/R/- Scale =.135"/Ft. Truss Components of Oregon (503)357-2118 e'WARNINGIY4 READ AND mum ALL NOTES GN THIS DRAWING! ,+wt REF R7175- 29593 825 N 4th Ave,Comehus 0 97113 .*IMPORTANT'• FURNISH TNIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. (�� • TC LL 25.0 PSF Trusses require extreme res In fabricating, handling, shipping, Installing end bracing. Refer to and follow ���A. A.,„. ♦ the latest edition of BCS1 (Building Component Safety Information, by TPI and WTCA) for safety practices prier 1 46 5 9 '3' ' TC DL 10.0 PSF DATE 06/16/15 7A to performing these functions. Installers shall provide temporary bracing per BC51. Unless noted otherwise, cc top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI 40 w.. 1 ,40 ` BC DL 7.0 PSF DRW CAUSR7175 15167145 sections B3, B7 or 810, as applicable. Apply plates to each face of trussand position as shown above and A 1 11 1^ I l 1 iAl Joint Details, unless notetl otherwise. Rester to tlrawl ngs 180An-Z forstandardplate post t ons, ` j/L--11W II J, ' \�11 I dAlpine, a division of IBuilding truss Inants Group Inwith AN n t nes Ter for lhan fpr any dpping,pn from sena BC LL 0.0 PSF CA-ENG TSB/CWC drawing. any failure to build the In conformance ANSI/TPI 1, or for handling, shipping, AN NW COMPANY Instal ledge A bracing of trusses, w SE N- 321817 r A seal on this drawing or dower page listing this drawing, indict.s acceptance of professional engineering 9<e, C.7,19 9 ('fiv TOT.LD. 42.0 PSF SEQN- solely for the design shown. The suitability and use or this drawing for any structure is the V S 8751 ROvonaCQCIe responsibility or the Building Designer per ANSVTPI 1 See.2. /a�tA/r C. OUR.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" J RE F- 1 VHE7 1 75Z 1 1 ALPINE:www.alpineltw.com; TPI: www.tpinst.org;WrCA:www.sbcindustry.com; ICC:www.lccsafe.org EXP.12-31-15 , , i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - SDG2) Top chord 2x6 HF #2 :72 2x6 HF SS: 3 COMPLETE TRUSSES REQUIRED I Z t •T3 2x4'DF-L 2400f-2.OE: Bot chord 2x6 DF-L 2400f-2.OE Nail Schedule:0.120"x3", min. nails Webs 2x4 DF-L Std/Stud(g) :W2, W6, W8 2x4 DF-L #2(g): Top Chord: 1 Row 012.00" o.c. Bot Chord: 2 Rows 0 3.50" o.c, (Each Row) Connectors in green lumber (g) designed using NDS/TPI reduction factors. Webs : 1 Row @ 4" o.c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special loads 4" o.c. spacing of nails perpendicular and parallel to (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) grain required in area over bearings greater than 4" TC- From 75 plf at 0.00 to 75 plf at 2.00 TC- From 37 plf at 2.00 to 37 plf at 18.00 (**) 1 plate(s) require special positioning. Refer to scaled plate plot TC- From 75 plf at 18.00 to 75 plf at 21.50 details for special positioning requirements. BC- From 7 plf at 0.00 to 7 plf at 20.00 BC- From 5 plf at 20.00 to 5 plf at 21.50 120 mph wind, 18.95 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 1536.82 lb Conc. Load at 1.50, 2.12 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 BC- 103.89 lb Conc. Load at 2.01,17.99 psf. BC- 1582,73 lb Conc. Load at 4.00, 6.00, 8.00 BC- 1586.93 lb Conc. Load at 10.00 Wind loads and reactions based on MWFRS. BC- 3813.02 lb Conc. Load at 11.93 BC- 45.91 lb Conc. Load at 13.94,15.94 In lieu of structural panels use purlins to brace all flat TC m 24" OC. Deflection meets L/360 live and L/240 total load. Creep increase factor JT PLATE LATERAL CHORD for dead load is 2.00. No SIZE SHIFT BITE [ 8] W3X5 S 3.50 [ 9] W4X8 2.25 R 2.00 [10] W3X5 2.25 L 1.25 [12] W5X10 3.50 R 2.75 [13] W4X5 1.75 R 1.50 [14] W4X8 2.75 L 1.50 1012= SS0612(**) 3X5[10]---- 12 1.5X4 III 4X5[13]= 9 � 191 W2 Em m • W6 WS 3 2-1I-14 It jor_ Niii k. _m - IMI . 0-7-14 0-7-14 18-1-4 3X5[8] III 4X8[9]= 5X10[12]= 4X8[14]= 1 .5X4 III 4X8(B12R)4h 5X5(B1) Lel-6-0� H-2-0-0 3-11-2 < 4-0-14 + 4-0-14 ''i< 3-11-2 >< 2-0-0-H i_ 2-0-0 ..._I_ 16-0-0 _I_ 2-0-0 J l< 20-0-0 Over 2 Supports { R=9130 U=507 W=5.5" R=5552 U=469 W=5.5" , Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 18 Gauge HS,Wave FT/RT=2%9(0%)/4(0) 15.01 .01.$ !�%`•0� QTY:1 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Comp P onents of on 1503)357-2118 **WARNING]•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Cornelius O 97113 IMP � TC LL 25.0 PSF REF R7175- 29594 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. '\` + Trusses require extreme BCS care In ngbCmpo fabricating, handling, oration, installing and b)fosafety Refer to and follow V the latest edition fnctisi(Building Goers sha Safety Information, byTPIand WSCSI for sessty practicesr prior sr, 14659 '9 TC DL 10.0 PSF DATE 06/16/15 to performing these functions,poperlyInstallers shell provide tng and bratom Chord per SCSall Unless notedproperly otherwise, Q'•011111164 top ChOrd shell Locations properly attached structural lateral restraint end bottom eshal shall have a properly d techatl CAUSR7175 15167146 rigid calling. Locatl, a shown for permanent plateal restraint of webs shall have tionbracings installed per Bcsl �„ ; , BC DL 7.0 PSF DRW A�-,��)0� sections 83, B]or 610, as applicable. Apply plates to each fa<000T cru and position as shown above and on a„ i � the Joint Details, unless notetl otherwise. Ra rar to tlrewlnBs 180A-Z Poraetantlard plata ptaltians. BC LL 0.0 PSF CA-ENG TSB/CWC Alpine, a tllvlI on of ITN Build 9 Components Group Inc, shall n t ba respons lbie for any devlatlon£row this s w •g drawing, any failure to build the truss in conformance with ANSI/TPI 1. or for handling. shipping, -- 9 AN ITW COMPANY Installation&brae Ino or trusses. •4p �, TOT.LD. 42.0 PSF SEQN- 321794 A es.i an this drawing or cover peg.listing this drawing, Indicates annept.nes of professional engineering ��_t1 re''r 1,9 g'q responsibility sol.ly for the design sham. The suitability and use or thin drawing Tor any structure is the U,', na�s`AS DOR.FAC. 1 .15 FROM BB • 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI .1 Sae.2. Sacramento,CA 95828 For more information s this Job's general notes page and these web sites: SPACING 24.0" JREF- 1 VHE7 1 7 5Z 1 1 ALPINE www.alpintltw.com; TPI:www.tpinst.org:WTCA: www.abeindustry.com: ICC:www.lccsafe.org EXP.12-31-15 w I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - E) Top chord 2x4 DF-L #2(g) :T1 2x4 DF-L #1&Bet.(g): 120 mph wind, 23.67 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet.(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :W2, W4 2x4 DF-L #2(g): DL=4.2 psf. :W3 2x4 DF-L #1&Bet.(g): :Lt Wedge 2x4 DF-L Std/Stud(g): Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Right end vertical not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on member. 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 4X5(R1)/o for dead load is 2.00. I► 3X541 9 3X5 3X5 �� T 11-7-2 9 [—T 6-0-0 iikkik .. 0-7-14 ■■ = l /I, 18-1-4 L , 1 .5X4111 3X5= 3X7= 1.5X4 01 3X7(64)(R) III 1� 6-01 7-3-8 7-5-8 7-3-8 + 7-3-8 7-5-8 L 14-7-0 I 7-5-8 22-0-8 Over 2 Supports >I R=1101 U=51 W=5.5" R=980 U=66 RL=182/-157 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=20/x(0%)/4(0) 15.01.01 .0 .+,-� QTY:4 OR/-/1/-/-/R/- Scale =.225"/Ft. Truss Components of Oreon ((503))357-2118 ""WARNING!""READ AID FOLLGII ALL NOTES ON THIS DRAWING! 825 N 401 Ave,Cotnel us 01297113 ""IMPORTANT". FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, �°��^" TC LL 25.0 PSF REF R7175- 29595 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to end follow ``�` e the latest edition of BCS! (Building Component Safety Information, by TPI and':TCA) for safety pracca lces prior V to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. �s 14659 �' '7► TC DL 1 0.0 PSF DATE 06/16/15 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached -+a„ BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI . ' . DRW CAUSR71 75 1 51 671 47 ,4��O` I sections B3, B]or 810, as applicable. Apply plates to each face of truss and position as shown above and on ti JI -:7 oinc oats ns, -mesa nate:otherwise. Refer to drawings 1BOA-z farsstentlertl plate positions. BC LL 0.0 PSF CA-ENG TSB/CWC I Alpine, a tll vision oP ITW Builtl ing ComponenU Group Inc. sM1all not be responsible for any tlevletlon From this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, • w AN ITW COMPANY Inate llatlon&brewing of tresses, afi 7 A ,�.Z' TOT.LD, 42.0 PSF SEQN- 321737 • A seal on this trewing or waver pegs listing this drawing, Indicates sw eetenaa of professional engineering O. AS ` . responsibility solely for the design shown. The suitability end use of this drawing for any structure is the � C OP/I 1 Q re.parm lblllsy of the Building Designer per A161/TPI 1 Sae.2. _ C 1 DUR.FAC. 1.15 FROM BB 6351 Roma Circle OI W$1 • Sacramento,CA95828 For mare information a_this Jobs general notes pegs end these web sites: -° SPACING 24.0" JREF- 1VHE7175Z11 • ALPINE: www.a ipinaiiw.com;TPI:wm.tpinst.erg;NTCA: www.sbcl ntlustry.com; ICC:wmr.iccsafe.org EXP 12-R1-15 e I 1 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - MGE) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet.(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 •W1, W2, W3 2x4 DF-L Std/Stud(g): DL=4.2 psf. :Lt Slider 2x4 DF-L Std/Stud(g): BLOCK LENGTH = 1.500' :Rt Slider 2x4 DF-L Std/Stud(g): BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member Connectors ingreen lumber design. (g) designed using NDS/TPI reduction factors. Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF cladding on one face, and 24.0" span on opposite face. Top chord may See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind be notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. bracing requirements. No knots or other lumber defects allowed within 12" of notches. Do not notch in overhang or heel panel. Provide lateral wind bracing per ITWBCG wind bracing details or per engineer of record. 2X3 studs require reinforcement at 70% of the length Bottom chord checked for 10.00 psf non-concurrent bottom chord live tabulated for 2X4 studs of the same grade. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor Truss designed for unbalanced snow load based on Pg=25.00 psf, for dead load is 2.00. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= 3X5 I 3X5 r 4 W2 % 6 i 6 4-8-12 3X5 �I P 3X5 3X7(E3) III d I i 44, 3X7(E3) III 0-9-4 II i S I i NI I 0- 9- 3X7= 4X5(E3)= 4X5(E3) 1.41-6-00-1 1.41-6-0-3-J 4-1-6 7-11I-0 3-9-10 >i< 3-9-10 7-I- 4-1-6 I, 7-11-0 L. 7-11-0 J l 15-10-0 Over 2 Supports R=1011 U=49 W=5.5" R=1011 U=49 W=5.5" RL=90/-90 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 .E r1�, TY:1 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components ofOre on (503))357-2118 aa• FURNISH REA1115 AIN FOLLOW ALL NOTES ON THIS INCLUDING ,,,,,,;.;:040010.,- REF R7175- 29596 825 N 4t11Ave,Cornelius OR 97113 "Il�oaraNr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLINING THE INSTALLERS. y� TC LL 25.0 PSF Trusses require extrema Be in ng fabricating, Safety Information,, ori , Iystallind and bracing.etyep to and Yellow /.v 1 48 5 9 'S' . TC DL 1 0.0 PSF DATE 06/1 6/1 5 ee V the latest ng t es of nctiBCSI (B. Inst Component Safety eteporarby TPI end WTCA)I for safety practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shell have properly attached structural lateral restraint and bottom chord shall have a properly dattached BC s BC DL 7.0 PSF rigid calling. Locations shown for permanent ieteral restraint oP webs shall have bracing Installed per BCSI DRW CAUSR71 75 1 51 671 48 T.��O I I sections B3, 67 or B10, as applicable. Apply plates to each face of trussand position as shown above and on 1 the Joint Details, unless noted otherwise. Refer to drawings 160A_Z for standard plate positions, ,4�LBC LL D.0 PSF CA-ENG TSB/CWC I Alpine, a division of ITB Building Components Group Inc. shall not be responsible for any deviation from this a;1 ..*N drawing, any failure to build the truss In conformance with ANSI/TPI 1, or For handling, chipping AN ITN/COMPANY Installation A bracing of trusses, 40 'F 1 � � TOT.LD. 42.0 PSF SEQN- 321875 v A*sal on this drawing or moor papa listing this drawing, 1rldleata►acceptance of profasalenal engineering ®t1 C 7 9 4 _ ' responsibility solely for the design sham, The suitability and use of this drawing for any structure Is the 4W+e*/�N Wi CO DUR.FAC. 1 .15 FROM BB + 8351 ItOvapa Circle reep""aibliity of the Building Dearer per ANSI/TPI 1 Sec.2. Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: ALPINE: www,alpineltw.com; TPI:www.tpinet,org;WTCA: www,sbclndustry.com; ICC:www.locsafe,org EXP.12-31-15 SPACING 24.0" J REF- 1 VHE7 1 7 5Z 1 1 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - M) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet.(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. :Lt Slider 2x4 DF-L Std/Stud(g): BLOCK LENGTH = 1.500' :Rt Slider 2x4 DF-L Std/Stud(g): BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member Connectors ingreen lumber design. (g) designed using NDS/TPI reduction factors. 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 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= 61- \ 16 1.5X40 1.5X4 3X5% 4-8-12 3X7(E3) III 3X5 __ 3X7(E3)4141, III 0-9-4 1 I 0-9- 3X7= 4X5(E3)= 4X5(E3)= -1-6-0- LE-1-6-0->J 4-1-6 3-9-10 3-9-10 4-1-6 7-11-0 7-11-0 7-11-0 7-11-0 15-10-0 Over 2 Supports R=799 W=5.5" R=799 W=5.5" RL=80/-80 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 .1_;r, ;„ , •TY:1 OR/-/1/-/-/R/- Scale =,4375"/Ft. Truss Components of Oregon 1503))357-2118 " WARM RNI•H•READ AND NG TO ALL NOTES ON THIS INCLUDING REF R7175- 29597 825 N 4th Ave,Cornelius OR 97113 "I��A�•• FURNISH 71116 DRAWING Ta ALL CONTRACTORS INCLUDIxc THE INSTALLERS. f�� TC/ LL 25.0 PSF Trusses require extreme care in fabricating, handling, shipping. Installing and bracing. Refer to and follow 4Ch TC DL 1 0.0 PSF the latest edities of SCSI (Building Component Safety Information, by TPI and wTCSI for safety practices prior W DATE 06/16/15 to to performing these functions Installersshellprovide temporary bracing per SCSI. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached °A;410,01% BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSIDRW CAUSR7175 15167149 sections 83, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and o i1 n A LLF)[1{\ 1 I the Joint Details, unless noted otherwise. Refer to drawings 180A_Z for standard plate positions, BC LL 0.0 PSF CA-ENG TSB/CWC ' \V' I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this ♦�^, „ix. drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY AInstallation this dreslrg or cover paps listing this dresing, Irolwtw wes 4, ',CO7' 11j� 4.7f TOT.LD. 42,0 PSF SEAN- 321846 • rwpenslb111tY solely Tor the design shown. The suitability aro use or thisd'aair�ngrTn"nom tru"leture engineering ® responsibility of the Building Designer per ANSI/TPI 1 Soo.2, �r7'•NW<CLQ► DUR.FAC. 1 .15 FROM BB ' 8951 Rovena Cvcle 140/M CNV.- Per more Information see this Jobe general notes page and these web sites: SPACING 24.0" JREF- 1VHE7175Z11 ALPINE: www.alpineltw.com;TPI:www.tpinst.org; WTCA;www,sbtlndustry.com; ICC: www.iccsafe.org EXP.12-31-15 I I I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - M1) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet.(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/StudO DL=4.2 psf. :Lt Slider 2x4 DF-L Std/Studcg): BLOCK LENGTH = 1.500' :Rt Slider 2x4 DF-L Std/Stud g): BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member Connectors ingreen lumber design. (g) designed using NDS/TPI reduction factors. 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 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1,10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= 1.5X4 s '3.5X4 3X5% 4-8-12 3X7(E3) III 3X5 3X7(E3) III b 0-9-4 0-9- 9-0-0 3X7= GgEnul 4X5(E3)==- 4X5(E3)ED 11-6-0 10-0-8 >1< 5-9-8 >l<1-6-0-›-I 4-1-6 3-9-10 3-9-10 4-1-6 7-11-0 7-11-0 7-11-0 I 7-11-0 I< 15-10-0 Over 3 Supports { R=777 W=5.5" R=106 W=5.5" R=759 W=5.5" RL=80/-80 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01 .0 QTY:3 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components o£Oregon (503)357-2118 "WARNIRNI H READ AND FOLLOW ALL NOTES ON THIS INCLUDING t�'p,`,D OFF TC LL 25.0 PSF REF R7175- 29598 825 N4th Ave,Cornelius OR 97113 ••IINDRIANr•• FURNISH THIS DRAWING TO ALL GGNTIIACTORS INCLUGING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and fallow •\� TC DL 10.0 PSF DATE 06/16/15 a the latest edition of BM (Building Component Safety Information, by TPI and WTCA) for safety practices prior 4, �S o performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. ^uI 14659 -, -v top chord shell have properly attached structural sheathing and bottom chord shall have a properly a taChed r- BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI DRW CAUSR7175 1 51 671 50 .4 Lip] 1 sections B3, BT or as applicable. Apply plates to each face of trussandposition as shown above and n A � OI the Jol nt Oetalls, unless notetl otherwise. Ra£er to tlrawings 180A-Z Por s antlartl place posltl ons, �,., I Alpine, a tlivlslon of ITV Bulltling Components Group Inc :hall n t be responsible far any deviation from this BC LL 0.0 PSF CA-ENG TSB/CWC drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling. shipping, ■;.;,.4' AN ITW COMPANY Installation m bracing or trusses. ' A seal on this drawing or tov.r page fleeing this drawing, Indicates aao.ptanee of prof.. mens'engineering �® '£'j.+ 7'�1��9 t2' TOT.LD. 42.0 PSF SEQN— 321848 raeponalblllty solely for tl.e design sheen. The suitability and use of tlrla drawing far any structure is the QR�1.✓ DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle responsibillty of the Building Designer par ANSI/SP1 1 See.2. VT®���.�I�I Samimmto,CA 95828 For more Information: this Job's general notes page and these web sites. SPACING 24.0" J REF- 1 VHE7 1 7521 1 ALPINE:ww.alpineltw.com;TPI www.tpinst.org; MA www.sbcindustry.com; ICC:www.iccsafe.org EXP.12 31-1., THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - M2) Top chord 2x4 DF-L #1&Bet.(g) :T2 2x4 DF-L #2(g): 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet.( ) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. :Lt Slider 2x4 DF-L Std/Stud(g): BLOCK LENGTH = 1.500' Wind loads and reactions based on MWFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 2.00. Truss designed for unbalanced snow load based on Pg=25.00 psf, JT PLATE LATERAL CHORD Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. No SIZE SHIFT BITE [14] W1.5X4 S 2.25 4X5(R1) A , i6 61 1 .5X4- 12 41ii.ip 4-8-12 3X5% 3X5 3X7(E3) III •100 4411009 0-9-4 _ 3X7= 1 .5X4[14] III 4X5(E3) —1-6-0—e. 3-11-8 7-11-0 3-11-8 ›.1..e 7-1-0 7-1-0 7-11-0 7-1-0 l15-0-0 Over 2 Supports al R=765 W=5.5" R=646 RL=65/-67 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=28/x(0%)/4(0) 15•01.01 .•.,X t2PROF Y:3 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 •'INARNIxGI"READ AND FOLLOW ALL NOTES ON THIS DRAWING! REF R7175— 29599- 825 N 4th Ave,Cornelius OR97113 ”IMPORTANT” FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. y F . TC LL 25.0 PSF Trusses require editio a frame Be in ngbClmpo en Safety I shipping, installing and bracing. Refer to and follow ''Q TC DL 1 0.0 PSF DATE 06/16/15 the latest edition of BCSI care ng Component Safety Information, by TPI and RICAfor safety practices ollow r.. '°� to performing these functions. Installers shell provide temporary bracing per SCSI. Unless noted otherwise, `a° top chord shell have properly attached structural sheathing and bottom chord shall have a properly attached rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI BC DL 7.0 PSF DRW CAUSR7175 15167151 Ta sections B3, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and on _ A LI OI I1 I ' the.,gent Datalla, anlasa noted otherwise. Ref°r to drewinga 1SOA-z Par ata,�ard Plata p°altlana. BC LL 0.0 PSF CA-ENG TSB/CWC u I Alpin°, a dl vision o£Ibu Bd the g Components Group Inc shall not be response bee for any tlpping,wn from this �a'. "° rawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling. snipping, �y\! AN ITW COMPANY Installation a bracing of trusses. \\,....... ...aFP7.19�`' R�If TOT.LD. 42.0 PSF SEQN- 321850 A seal en this brawing or°over pegs listing this drawing, Indlaates eeeeptsnos of professional engineeringresponsibility solely for the design shorn. The suitability and use of this drawing for any etructur° is the •fig ^a1 R8351 Rvvan CITCIe ''Bip°"s1b1'h'°T fns 6,1IdIng Designer par AT81/TPI 1 Sec.2. ®^•I1 w,CM" DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information s e ibis,Job's general n s page and these web sites: SPACING 24.0" J RE F- 1 VHE7 1 7521 1 ALPINE: www.alpineltw.com; TPI:www.tpinst.org; NTCA:www.sbcindustry.com; ICC:wnw.iccsafe.org EXP.12-31-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - FGE) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 20.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet.(g) anywhere in roof, RISK CAT II, EXP B, wind IC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4,2 psf. :Lt Wedge 2x4 DF-L Std/Stud(g): :Rt Wedge 2x4 DF-L Std/Stud(g): Wind loads and reactions based on MWFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction factors, design. Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind cladding on one face, and 24.0" span on opposite face. Top chord may bracing requirements. • be notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not Provide lateral wind bracing per ITWBCG wind bracing details or per 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. 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. 4X5 Creep increase factor for dead load is 2.00. r /i1 9 9 5-11-10 111 ill 4 0-7-14 all,■ ■ ■ ■ ■ ■ 11,1 0-7-14 4. 18-1-4 i 3X5(B2)(R) III 3X5(B2)(R) III LE1-6-0›.1 L1-6-0 -1 7-1-0 7-1-0 I< 14-2-0 Over Continuous Support R=133 PLF U=12 PLF W=14-2-0 RL=11/-11 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=28/x(0%)/4(0) 15.01.01. 17OPRpfit Y:1 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Co4tphAve,of Cornelius (503)357-2118 ••WARNINNI H•BEAD AND NGLLGN ALL NOTES ON THIS INCLUDING „y am TC LL 25.0 PSF REF R7175- 29600 825 N 4th Av,Comelms OR 97113 "IMPORTANT.. FURNISH THIS DRAWING To ALL canNAGroNs INCLUDING THE INSTALLERS. Trusses require extreme cera in fabricating, handling. shipping, Installing and racing. Refer to and fellow eep.^w` ,9 TC DL 10.0 PSF DATE 06/16/15 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior ~v 14659 -T to performing theca functions. installers shall provide temporary bracing per BCS1. Unless noted otherwise, ] 15167152— w top chord shall have properly attached Instal structural sheathing and bottom chord shall Have a pro perly ed rigid calling. Locations shown for permanent lateral restraint d of webs shall have bracing installed iper hBC51 I''• a ,.,. BC DL 7.0 PSF DRW CAUSR71 5 sections 83, B7 or BIO, as applicable. Apply plates to each face of truss and position as shown above and on e`* A ILLL-'11 N I the Joint Details, unless noted otherwise, Refer to drawings 160A-Z for standard plate paaltions. BC LL ILLL-'11 I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this .'' .+N 0.0 PSF CA-ENG TSB/CWC drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, ,V AN ITW COMPANY Installation a bracing of trusses. '4E0,7 F` Qjgl ' A awl on this drawing or cover pegs listing this drawing, indicates saosptanba of profession.,engineering 'pVu ?.�9 �'� TOT.LD. 42.0 PSF SEQN- 321799 responsibility solely for the design shown. The suitability and use of this drawing far any strutter. is the ��®��y�g.AHr DUR.FAC. 1.15 FROM BB ' 8351 Rovsna Circle responsibility of the Building Designer per ANSI/TPI 1 Ssb.g. Ee W Saamnen(o,CA95838 For more information sea thisJob's general notes page and these web sites. EXP.12-31-15 SPACING 24.0” JREF- 1VHE7175Z11 ALPINE:www.alpineitw.com;TPI: www.tpin.[pinat.org:WTCA:www.sbclnduatry.com; ICC: www.lccaefe.org i 1 1 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - F) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 20.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet.( ) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud g DL=4.2 psf. :Lt Wedge 2x4 DF-L Std/Stud g)::Rt Wedge 2x4 DF-L Std/Stud(g): Wind loads and reactions based on MWFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5, for dead load is 2.00. 4X5(R1)Di /./ 7 --] 9 5-11-10 0-7-14 0-7-14 18-1-4 r --f- 1 .5X4 III 3X5(62)(R) III 3X5(62)(R) III 11-6-0›.1 1.<1-6-0›.1 1< 7-1-0 ,I< 7-1-0 7-1-0 7-1-0 I< 14-2-0 Over 2 Supports R=750 U=27 W=5.5" R=750 U=27 W=5.5" RL=20/-136 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%g(O%)/4(0) 15.01 .01.414 , OR. HTY:2 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 WARNINGIe• RF/ID AND FOLLOW ALL NOTES ON THIS DRAWING! REF R7175- 29601 825 N 4th Ave,Comehus OR 97113 ""IMPORTANT"" HANISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, Cj TC LL 25.0 PSF Trusses require extreme re In fabricating, handling, shipping, Installing and bracing. Refer to and follow - 4659F9 TC DL 1 0.0 PSF DATE 06/16/15 . � n the latest edition of BCS t ns. Installers st Coersnsha Seprov Ieftempoiar, by cape'A SCSI Por sessty tedco her prior to pchformlngha Lase fpropions. achtr shall provide temporary bracing per have Unless noted erly otherwise. �' w7. - top chord shell have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations snows for permanent lateral restraint of webs shall n ve bracing Installed per Bcsl ' A: • u BC DL 7.0 PSF DRW CAUSR7175 15167153 actions B3, BT or B10, as applicable. Apply plates to etch face of truss and position as shown above and on A `4.., �L= i N I the Joint Details, unless noted otherwise. Refer to drawings 1cGA-Z forstandard plate positions. — J I I Alpine, a division of ITW Building Components Group Inc, shall not be responsible for any deviation from this s:w.-•ry BC LL 0.0 PSF CA-ENG TSB/CWC drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shippin _ AN ITW COMPANY Installations bracing of trusses, g' 9 ',Cc.7 1g0°� fir TOT.LD. 42.0 PSF SEQN- 321796 • A Nal on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering ® t dye, responsibility solely for the design maws. The suitability and use of this drawing for any structure Is the �"0 n•���4 DUR.FAC. 1 .15 FROM BB • • 63il RGV8I1B Circle responsibility of the Building Designer per ANSI/TPI 1 See,2. f'l r Sacramento,CA 95828 For more information see this Job's general notes Page and these web sites: EXP.12-31-15 SPACING 24.0" JREF- 1VHE7175Z11 ALPINE: www.al pineltw.com: TPI:www.tpinst.org; WTCA: www.sbcl ntlustry.cam; ICC:www.iccsefe.org 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - Fl) Top chord 2x4 DF-L #1&Bet.(g) :T2 2x4 DF-L #2(g): 120 mph wind, 20.85 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet.(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. :Lt Wedge 2x4 DF-L Std/Stud(g)::Rt Wedge 2x4 DF-L Std/Stud(g): Wind loads and reactions based on MWFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 2.00. 4X5(R1) d. 9 � 9 5-11-10 I, 0-7-14 m ii 0-7-14 1.5X4 III 3X5(82)(R) III 3X5(82)(R) III LEI-6-0.1 f< 7-1-0 '1< 7-1-0 7-1-0 7-1-0 i< 14-2-0 Over 2 Supports >{ R=757 U=28 W=5.5" R=624 U=13 RL=108/-121 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 15.01 .01 .$ .f `' •TY:3 OR/-/1/-/-/R/- Scale =.375"/Ft. 04 Truss Components of Oregon (503)357-2118 ..'WARNING!"READ AND FOLLOW ALL NOTES ON THIS DRAWING! 4't,� ,• . TC LL 25.0 PSF REF R7175- 29602 825 N 4th Ave,Comelms OR 97113 "IMPORTANT' FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. Tresses require extreme oars In fabricating,handling, shipping. Installing and bracing. Refer to and follow (7..1). 1(' F,,cV TC DL 1 0.0 PSF DATE 06/16/15 the latest edition of BCS! (Building Component Safety Information, by TPI and WTCA) for safety practices prior 14659 7 o performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, w r top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS! liBC DL 7.0 PSF DRW CAUSR7175 15167154 ,4��� Ta sections B3, B7 or 610, as applicable. Apply plates to each faceoftrussand position as shown above and on 1 the Joint Details, unless noted otherwise. Refer to drawings 180A-2 for late positions. 1 ha P l I Alpine, a division of RTW Building Components Group Inc, Shall n t be reaponalble for any tlevlaClon from this e:. W ` BC LL 0.0 PSF CA-ENG TSB/CWC 1 drawing, any failure to build the truss In conformance with ANSI/TPI 1. or for huddling, shipping, AN irw COMPANY Installation drawing of Barer peg.listing this drawing, indicate.sodeptanos of profeeslonsl engineering /a 'QFC,7, X9$9 4'�`v TOT.LD. 42.0 PSF SEQN- 321801 responelbi lity solely ter the design shown. The suitability and use of this drawing for any atruetura is tM �,) �,G>�A DUR.FAC. 1.15 FROM BB f 8351.Rovana Circle responsibility of the Building Designer per ANSIOTPI 1 Sec.2. Sacramento,CA 95828 For more information see this Job's general notes page end these web sites: SPACING 24.0" JREF- 1VHE7175Z11 ALPINE: ww.alpineltw.com;TP1:www.tpinst.org;WTCA: www.sbeindustry.com; ICC:waw.lecsafs.org EXP.12-31-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - IGE) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #1&Bet.(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MFRS with additional C&C member design. Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind cladding on one face, and 24.0" span on opposite face. Top chord may be bracing requirements. notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not Provide lateral wind bracing per 1TWBCG wind bracing details or per notch in overhang or heel panel. engineer of record. 2X3 studs require reinforcement at 70% of the Bottom chord checked for 10.00 psf non-concurrent bottom 4X5:---- length tabulated for 2X4 studs of the same grade. chord live load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase l factor for dead load is 2.00. 5-3-2 010 /4dililiIIiiihL\�� i 04-10 10-0-0A1)= 2X4(A1 1.-<-1-6-00-1 1-<-1-6-0 .1 Lr 6-6-0 I 6-6-0 J l13-0-0 Over 2 Supports R=857 U=84 W=5.5" R=857 U=84 W=5.5" RL=132/-132 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01 ,6,,,ey .�,, QTY:1 OR/-/1/-/-/R/- Scale =,4375"/Ft. Truss Components of Oregon (503)357-2118 '•WARNINGI••READ JUNI FOLLOW ALL NOTES ON THIS DRAWING! g 825 N 4th Ave,Comehus OR 97113 **IMPORTANT** FURNISH 7X15 DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, TC LL 25.0 PSF REF 87175- 29603 Trusses require extreme c re In fabricating, handling, shipping, installing end bracing. Refer to and follow " the latest edition of BOSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior � 9 'q!9 TC DL 10.0 PSF DATE 06/16/15 to prforming these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise. it top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI &ale 7.0 PSF DRW CAUSR7175 15167155 ,4��� 1 sections B3, 67 or B10, as applicable. Apply plates to each faceof trussand position as shown above and on BC DL I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z Porstandard plate positions. BC LL 0.0 PSF I I Alpine, a division of ITW Building Components Group Inc shall not be responsible for any deviation from this ., .N CA-ENG TSB/CWC drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, 1® AN ITW COMPANY Installation a bracing of trusses. Y ' A seal on this drawing or cover peg.listing this drawing, Indicates.acpt.ne.of professional engineering �j ,FN� CO DUR.FAC. 1 .15 FROM BB IQ .��9 TOT.LD. 42.0 PSF SEQN- 321825 responsibility solely for the design shorn. The suitability and use of this drawing for any structure is the Vr/� 4 8351 Rovaua Circle responsibility of the Building Dselgoer Per ANSI/TPI 1 Seed. 7 Sacramento,CA 95838 For more information seethis Job's general notes page and these web setas: SPACING 24.0" JREF- 1 VHE7 1 7 5Z 1 1 ' ALPINE:www.alpineltw.com;TPI:www.tpinst.org: WTCA: www.sbcindustry,com; ICC:www.lccsafe.org EXP.12-31-15 ' I 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - JGE) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF Right end vertical not exposed to wind pressure. cladding on one face, and 24.0" span on opposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind knots or other lumber defects allowed within 12" of notches. Do not bracing requirements. notch in overhang or heel panel. Provide lateral wind bracing per ITWBCG wind bracing details or per Bottom chord checked for 10.00 psf non-concurrent bottom chord live engineer of record. 2X3 studs require reinforcement at 70% of the load applied per IRC-12 section 301.5. length tabulated for 2X4 studs of the same grade. Deflection meets L/360 live and L/240 total load. Creep increase factor 1 for dead load is 2.00. i 111 9i r 11111 i 11111 7-6-2 Ii 0-4-10 AllidII II a 4.10-0-0 2X4(Al)---z--- L1-6-9.,1 L1-6-0J F= 9-6-0 Over Continuous Support R=131 PLF U=23 PLF W=9-6-0 RL=33/-8 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 .1 +a :r,OR QTY:1 OR/-/1/-/-/R/- Scale =,3125"/Ft, ••wARNIRN r• READ AND FGLTO ALL ROWS ON THIS INCLUDING TC LL 25.0 PSF REF R7175- 29604 Truss Components of Oregon (503)357-2118 '�[_ IF 825 N4th Ave,Cornelius OR 97113 ...IMPORTANT.. FURNISH TNIS DRAWING TO ALL CGNIMCTGRS INCLW ING THE INSTALLERS. v /� Trusses require extremecare In fabricating, handling, shipping, Installing and bracing. Refer to and follow `.®. TC DL 1 0.0 PSF the latest edition of BCSI Building Component Safety Information, by TPI and NTCA) for safety practices prior 4v 1 465 9�'Y ' DATE 06/16/15 is to performing these functions.tInstallers shall provide temporary bracing per SCSI. Unless noted otherwise, Q top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached . 41111b rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI As ';�� BC DL 7.0 PSF DRW CAUSR7175 15167156 L�� sections B3, B7 or B10, as applicable. Apply plates to each face of trussand position as shown above and on ,_,4 I the Joint Details, unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. BC LL 0.0 0 PSF CA-ENG TSB/CWC I Alpine, a division of ITN Building Components Group Inc, shall not be responsible for any deviation from this .« el drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN 17W COMPANY Installation&bracing of trusses. / • A meal on this drawing or Rover peg.listing this drawing, Indicate.acceptance of professional engineering .¢ 'fC.7 V3 le;' TOT.LD. 42.0 PSF SEQN- 321823 s responsibility solely Tor the design shown. The suitability and use of this drawing for any struetura is the ®} 835i Rovvm Circle- responsibility of the Building Designer per ANSIITPI T Sen.2. �//A u W.�t�pQ DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 Far more Information s this Jobs general notes page end these web sites: SPACING 24.0" J RE F- 1 VHE7 1 7 5Z 1 1 ' ALPINE: www.elpineltw.com; TPI:a wev.tpinst.org; WCA:www.sbel,dustry.com; ICC:www.lccsafe.org EXP. 12-1 1-1 S i I EXP. L! i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - GGE) Top chord 2x4 DF-L #2(g) 120 mph wind, 19.68 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x3 HF #2 DL=4.2 psf, :Lt Wedge 2x3 HF #2::Rt Wedge 2x3 HF #2: Wind loads and reactions based on MWFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind load applied per IRC-12 section 301.5. bracing requirements. Deflection meets L/360 live and L/240 total load. Creep increase Truss designed for balanced snow load based on Pg=25.00 psf, Ct=1.10, factor for dead load is 2.00. Ce=1.10, CAT II & Pf=21.17 psf. Truss spaced at 24.0" OC designed to support 1-0-0 top chord outlookers.Cladding load shall not exceed 5.00 PSF. Top chord may be notched 1.5' deep x 3.5" wide @ 24" oc along top edge. DO NOT OVERCUT. No knots or other lumber defects allowed within 4X5:-=-- 12" of notches. Do not notch in plates, overhang or heel panel. MI 1.5X4111 1 :5X4 III 9 I AP I 19 3-7-8 b b 0-7-14 I i CIII a I. 0-7-14 9 r 4 18-1-4 3X5(82)(R) III 1 .5X4III 1 .5X4 III 1 .5X4III 3X5(B2)(R) III I L-1-6-0—>J 1-<---1-6-0 3-11-8 3-11-8 F= 7-11-0 Over Continuous Support R=142 PLF U=42 PLF W=7-11-0 RL=13/-13 PLF Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%9)/4(0) 14.03.01 .1/ d• QTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. AN Truss Components ofOre on ((503))357-2118 •'WARN ING!••READ DFOLLOW ALL NOTES GNTHIS DRAWING! y�'<•� ' •'0 TC LL 25.0 PSF REF R7175- 29605 825 N 4th Ave,Cornelius OR 97113 ••MPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extrema 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 IQ � '� TC DL 1 0.0 PSF 06/16/15 to performing these functions. Installers shall provide temporary bracing per BCSl. Unless noted otherwise, 1 4 6 5 9 '9 DATE top chord shall have properly attached structural sheathing end bottom chord shell have a properly attached r- rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS! " BC DL A�LO)� I I 1 sections B3, B7 or 910, as applicable. Apply plates to each race of tru a and position as shown above and on A y • 7.0 PSF DRW CAUSR7175 15167157 the Joint Details, unless noted otherwise. Refer to drawings 160A-Z forstandard plate positions. -�" s&:::' 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 TSB/CWC drawing, any failure to build the truss In conformance with ANSI/11.1 g, yF0PI 1, or for handling, shipping, '7I-,' • AN ITW COMPANY Installation A bracing of trusses, mengineering • A..al on this drawing or cover page listing thie drawing, indicates acceptance of prafaaslaowl �g`b4 'V TOT.LD. 42.0 PSF SEQN- 1 6723 REV responsibility solely for the design show. The suitability and use of this drawing for any structure is the the 14•Nw•CH0 - DU R.FAC. 1 .15 FROM BB 8351 Roma Circlereaponaibl i itng Designer per ANSI/7Di 1 Sec.2. q y of the Building • Sacramento,CA 958?8 For more information see thls,obs general notes page and these web sites: SPACING 24.0" JREF- 1UHE7175Z11 ALPINE: www.alpinaitw.co; TPI:www.tpinat.org; WTCA: www.sbclndustry.com; ICC: wwa.lecsafe.org EXP.1.2.-11-is + • 1 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - G) Top chord 2x4 DF-L #2(g) 120 mph wind, 19.68 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. :Lt Wedge 2x4 DF-L Std/Stud g ::Rt Wedge 2x4 DF-L Std/Stud(g): Wind loads and reactions based on MWFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 2.00. 4X5= 9 ,pi , A 3-7-8 b11 0-7-14 I km 0-7-14 II.W=M Mi (I) 18-1-4 1.5X4111 T7 3X5(82)(R) III 3X5 82)(R) III L-1-6-0----1 FC 3-11-8 >I‹ 3-11-8 >I 3-11-8 � 3-11-8 J H 7-11-0 Over 2 Supports R=341 U=1 W=5.5" R=484 U=16 W=5.5" RL=78/-66 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%g)/4(0) 15.01 .01.0 4. QTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Components weWARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWING! p Truss 825 N4thoAvesColnhus0 597 137-_118 "IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, ��a` , .04. - Trusses require extreme re in fabricating, handling, shipping, installing and bracing. Refer to and follow p'% n- k„:49414„, TC LL 25.0 PSF REF R7175- 29606 the latest edition of SCSI (Building Component Safety Information. by TPI and WTCA) for safety practices prior C TC DL 10.0 PSF to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, w 4 ss s 'S' „>• BC DATE 06/16/15 top chord Shall have properly attached structural sheathing and bottom chord shall have a properly attached ' DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of gabs shall have craning Installed per BCsI os =:� DRW CAUSR7175 15167158 ,4���)� TM sections 63, 87 or B10, as applicable. Apply plates to each faceof trussend position as shown above and on I tM1e Joint Oatalls, unless noted otherwise. Refer to tlrewings 160A-Z for s endard plata positions. � BC LL Alpine, a division of ITW Bulltling Components Group Ina. obeli n Y be responsible fpr any deviaClon from tM1is 0.0 PSF CA-ENG TSB/CWC awing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, a>I .4� AN ITW COMPANY Installation&bracing of trusses, r '`� SE N- 321804 — A Nal en this drawing or cover page listing this drawing, ng ,A F 7 1c3 TOT.LD.LD. 42.0 PSF SEQN- I Ity solely for the design alnwl. The suitability and use acceptance dfawlsg farmanyy'�structurel Is the 7®�1y...�'' t 9titre 835!RovanaCi-Ie responsibility of the Building Designer par ANSI/TPI 1 Sac.z. O®J��.�,H� 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" J RE F- 1 VHE7 1 7 5Z 1 1 • ALPINE: www.alpineltw,com:TPI:www.tpinst.org;MICA: www.shcindustry.com; ICC:wvwhn .icefe.org EXP 12_31_15 d 1 I (0615125--JT ROTH CONSTRUCTION —Medallion Mdws lot 9 -- VERIFY VERIFY, OR — G1) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR, Top chord 2x4 DF-L #2(g) 120 mph wind, 19.68 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL= 2 psf. :Lt Wedge 2x4 DF-L Std/Stud(g) 4, : :Rt Wedge 2x4 DF-L Std/Stud(g): Wind loads and reactions based on MWFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction factors. design. chordno Deflection meets L/360 live and L/240 total load. Creep increase factor loadom applied percked IRC-12rsecctionpsf 301.5. concurrent bottom chord live for dead load is 2.00. 4X5= I9 9I 3-7-8 V b I� 0-7-14 IIS I �. 0-7-14 3X5(B2)(R) III 1 .5X4 Id :Silt7 " 18-1 4 3X5 B2)(R) III 3-11-8 3-11-8 -1 L- 3-11-8 _L 3-11-8 J 7-11-0 Over 2 Supports >{ R=341 U=1 R=484 U=16 W=5.5" RL=78/-66 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01.. , "•Op., TY:3 OR/-/1/-/-/R/- Scale =,5"/Ft. Truss Components of Oregon ((503))357-2118 "WARNING!e' READ AND FOLLOW ALL NOTES ON THIS DRAWING! 41,,roTC LL 25.0 PSF 825 N4thAve,CornelmsOR97113 ••IlroRrAHr• FURNISH THIS DRAWING TO DEE CONTRACTORS INCLUDING THE INSTALLERS. r` REF 87175- 29607 Trusses require extreme re In fabricating, handling, shipping, Installing and bracing. Refer to and follow pp``��7 the latest ng ties of BCS! (Building Component Safety Information, by TPI and WBCSI for safety practices Prior 1 0.0 PSF DATE to performing these functions. Installers shall provide temporary bracing per BCS!. Unless properly otherwise, 1 4 6 59 'Q TC DL 06/16/15 top chord shall have properly attached structural sheathing and bottom chord stall have a properly etteMetl rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS! �. s BC DL 7.0 PSF DRW CAUSR7175 15167159 ,4 O`�_ TM sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on v;. — II .1Fid N I the Joint Details, unless noted otherwise. Refer to drawings 180A_2 for standard plate position, BC LL Alpine, a division of ITh Building Components Group Inc, shall not be responsible for any deviation from this .-, ,.'.. 0.0 PSF CA-ENG TSB/CWC tlrewing, any failure to build the truss In conformance with pN51/TPI 1, or for Candling, shipping. AN ITW COMPANY installation r bracing of trusses. �9 ;-- TOT.LD. 42.0 PSF AAmeai on thin drawing or cover pape listing this drawing, Indicates acceptance of professional engineering °� L•7, t9 Q SEQN- 321806 - pew lbllity wetly far the design shown. The suitability and use or this drawing far any structure IsM ® FROM BB 8351 Rovma Circle responelbllity of the Building Designer per ANSI/TPI 1 gees. 114 W.CO DUR.FAC. 1 .15 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: WTCA www.sbcindustry.com: ICC: www.iccsafe.org EXP.12-31-15 SPACING 24.0" J REF- 1 VHE7 1 75Z 1 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - B) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 21.11 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. :Lt Wedge 2x4 DF-L Std/Stud g : Wind loads and reactions based on MWFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction factors, design. 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 factor for dead load is 2.00. 1.5X4 III i 1 .5X4% 0000r ++ 6-5-13 9 0-7-14 J� `� 18-1-4 3X5(R) III 3X5(B2)(R) III LEI-6-0 -1 I. 3-10-10 _1 3-8-14 112 I< 7-9-4 Over 2 Supports ={ R=477 W=5.5" R=334 U=58 RL=151/-60 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 15.01.01..�� -y -AFF TY:3 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 ...WARNINGIee READ AND FOLLOW ALL NOTES ON THIS DRAWING! 4'4, TC LL 25.0 PSF REF R7175— 29608 _ 825 N 4th Ave,Comehus OR 97113 "IMPORTANT. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, e`st Trusses require extreme a re in fabricating, handling, shipping, Installing and bracing. Refer to and follow �v ',,, the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) for safety practices prior 4. 14859 ms's' • TC DL 10.0 PSF DATE 06/16/15 fw to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, -we r. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed par BCSI v �. BC DL 7.0 PSF DRW CAUSR7175 1 51 671 60 ,4��O` sections 83, BT or B10, as applicable. Apply plates to each face of trussand position as shown above and on p". 11 : the Joint Details, unless noted otherwise. Refer to drawings 160A_Z for standard plate positions, BC LL 0.0 PSF CA-ENG TSB/CWC Alpine, a division of ITN Building Components Group Inc. shell not be responsible for any deviation from this .T -.tN drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Instal Inti on a bracing of trusses. 'F 41g �"y TOT.LD. 42.0 PSF SE A seal en this drawing or cover page listing this drawing, I,dicat...oe.ptara.of pref...leral engineering 1, C, 7, 19 tl al QN— 321810 responsibility solely for the design shorn. The suitability and use of this drawing for any structure Is the 8351 Roma Circle responsibility of the Building Designer per ANSI/TTI 1 See.2. fir'. NW,co.h' DUR.FAC, 1 .15 FROM BB Sacramento,CA 95828 For more Information see this Jobs general notee page and these web sites: SPACING 24.0" JREF- 1VHE7175Z11 i ALPINE: www.alpineitw.com;TPI: www.tpinst.org;NTCA: www.sbcindustry.com; ICC:wwe.iccsafe.org EXP.12-31-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - BG) Top chord 2x4 DF-L #2(g) Special loads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 DF-L Std/Stud(g) 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 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- 624.06 lb Conc. Load at 1.77, 3.77, 5.77 120 mph wind, 21.67 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. 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 JT PLATE LATERAL CHORD for dead load is 2.00. No SIZE SHIFT BITE [ 5] W4X5 S 3.75 1.5X4111 [ 6] W4X5 2.75 L 1.25 9 4X5[6]�i /�76-5-13 0-7-14 • J1 • 18-1-4 i 4X5[5] III 4X5= 4X5(61) 3-10-10 3-7-142 H 3-10- �I_ 3-10-10 10 7-9-4 Over 2 Supports R=1288 U=59 W=5.5" R=1222 U=58 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 .0 QTY:1 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon 5032357-2118 "WARNINGl•• RFA1AND FOLLOW ALL NOTES ONTHIS DRAWING! �G�ty® ®FF TC LL 25.0 PSF REF R7175- 29609 825 N 4th Ave,Cornelius 0)97113 ...IMPORTANT.* FURNISH THIS DRAWING TO ALL WNINACTBPS INCLUDING THE INSTALLERS. (,� Trusses require extreme re In fabricating, handling, shipping. Installing and bracing. Refer to and follow \J M the latest edition of SCSI(Building Component Safety Information, by TPI and NTCA) for safety practices prior /Ch V` y TC DL 10.0 PSF DATE 06/16/15 a s to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. ly 1 46 59 BC top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached Q. DL 7.0 PSF DRW CAUSR7175 15167161 T rigid ceiling. Locations shown for permanent lateral reattain[of webs shall have bracing Installed per BCSI ; sections B3, BT or 810, as applicable. Apply plates to each face of truss and position as shown above and on xa the Joint Details, unless noted otherwise. Refer to drawings 160A-Z forstandard plate positions. �... ,4��0� BC LL 0.0 PSF CA-ENG TSB/CWC 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, snipping, eg 1,--, TOT.LD. 42.0 PSF SEQN- 321812 AN ITW COMPANY installation&bracing of trusses. r "responsibility drawing r tthe ddessiign shown.°Teasdrawing,l ty and acceptance ra ing"foram structure's"g the �,c4'pf�• G1��,p DUR.FAC. 1 .15 FROM BB a 8351 Rovooa Circle responsibility of the Building Designer per ANSI/TPI 1 See.2. Sacramento,CA 95828 For more Information seethis Jobs general notes page and these web sites` SPACING 24.0" JREF- 1VHE7175Z11 ALPINE: www.aipineltw.com:TPI:www.tpinst.org;WTCA:www.sbclnduatry.com; ICC: www.lccsafe.org EXP.12 31-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - BGA) Top chord 2x4 DF-L #2(g) Special loads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 DF-L Std/Stud(g) 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 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- 340.92 lb Conc. Load at 2.06, 4.06, 6.06 120 mph wind, 21.67 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. 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 JT PLATE LATERAL CHORD for dead load is 2.00, No SIZE SHIFT BITE [ 5] W3X5 S 3.25 1 .5X4 III 1 i 9I 3X5�i # 6-5-13 w01141 0-7-14 �� `� 18-1-4 3X5[5] III 3X5(R) III 3X5(B1) 3-10-10 x 3-8-14 11,2 3-10-10 3-10-10 f7-9-4 Over 2 Supports R=818 U=42 W=5.5" R=842 U=41 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01 .0cp, i WAAND ' QTY:1 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 ewRNINGIee READ AFOLLOW ALL NOTES ON THIS DRAWING! 1,90 OFF 825 N4th Ave,Cornelius OR 97113 ...IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. XTC LL 25.0 PSF REF R7175- 29610 ® Trusses require extreme re In fabricating" handling, shipping, Installing and bracing. Refer to and follow \� ',v." * the latest edition of BCS! (Building Component Safety Information, by TPI end WrcA) for safety practices prior ,t3 TC DL 10.0 PSF DATE 06/16/1 5 to performing these functions. tlnstallers shall provide temporary bracing per BCSl. Unless noted otherwise, AAww 14659 `D BC top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached `�,' i' DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall nave bracing Installed per Bcsl -.• -`- DRW CAUSR7175 15167162 .14 �O` I sections 83, BT or B10, as applicable. Apply plates to each face of trussrand position as shown above and on A a II J I : the Banc aero ns, :::7 n tad atherwlea. Rorer to drawings 1BOA-z:orander:plate paeltidna. = BC LL 0.0 PSF CA-ENG TSB/CWC I Alpine, 6 tlivlelon oP ITW Builtling Components Group Inc. sM1ell not be responsible for eny deviation from this drawing" eny failure to bulltl eha truss in conformance with ANSI/TPI 1, or for handling, shipping, . AN ITW COMPANY Inetallatian A breaing pf rdeaea. TOT.LD. 42.0 PSF A Seel on this drawing or sever pegs listing this drawing, Indicates acceptance of professional engineering .A P'E 7 1e% ,1 .d SEQN- 321814 . responsibility solely fDel the:Dein shown. TheN7P'suitability and use of this drawing for any structure la the 7/S1 14M w.C�IQ4 - DUR.FAC. 1 .15 FROM BB 8351 Roma Circle responsibility of ey far tleg Designer en.AT ANSI/7P' 1 Sec.z. Sacramento,CA 958?8 For more informta,cnaat lona this st.o general notes page and these web sites: SPACING 24.0" J REF- 1 VHE7 1 7 5Z 1 1 ALPINE:www.el pineltw.cam;TPI:www.tpl nst.wrg;WTCA: www.abcl ntlustry,com; ICC:waw.iccsaPe.org HEP.12 3 —15 i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - NGE) Top chord 2x4 DF-L 2400f-2.0E 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. Left cantilever is exposed to wind Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF cladding load one face, and 24.0" span on opposite face. Top chord Bottom chord checked for 10.00 psf non-concurrent bottom chord live load must not be cut or notched. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase (U) Negative reaction(s) (see below) requires uplift connection. factor for dead load is 2.00. 1 .5X4 III i s I 1 .5X4 III II iii 3X5= ' 2-0-0 11111111111 1-0-0 — 3X5= 1.5X4111 — \ 9-0-0 1.5X4111 /////// \ 1-6-0 >lc 2-0-0 U=204/ 1"1z I I` 2-0-0 + 1-8-8 '1"1 f< 4-0-0 Over Continuous Support R=261 PLF U=112 PLF W=2-0-0 RL=38 PLF Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01 . g2pRO,tf TY:1 OR/-/1/-/-/R/- Scale =1"/Ft. Truss Components of Oregon ((503)357-3118 ""WAR 1 NG FURNISH "•READ Arm FOLLOW AL NOTES ON THIS INCLUDING <0,011",'ttl k' ., TC LL 25.0 PSF 825 N 4th Ave,Cornelius 0)297113 "'llwoxTArrr'• rTNwlsN TNrs CRAVING TO ALL CBNrw1GTBRS rgcLuglgc THE INSTALLERS. R7 REF 175— 29611 _ Trusses require extrema re In Fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCS1 (Building Component Safety Information, by TPI and WTCA) for safety practices prior 14659 ' • TC DL 10.0 PSF DATE 06/16/15 to performing these functions, Installers shall provide temporary bracing per BCSI. Unless noted otherwise, ...... r top chord shell have properly attached structural sheathing and bottom chord shall have a properly attached rigid selling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI �s BC DL$ a 7.0 0 PSF sections B3, 87 or B10, as applicable. Apply plates to each face of truss and position as shown above and onDRW CAUSR7175 15167163 A 11 ,[j I I ra ne Joint Details, unless Hated otherwise. Refer to drawings lBQAo z for standard plata positions, BC LL 0.0 PSF CA-ENG TSB/CWC /`1 1 �I ; Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this •FI r off drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, y AN ITW COMPANY inata1lotio&bracing of trusses. .. '4'47.7 fig®°' 4tL,`� TOT.LD. 42.0 PSF SEQN- 321871 A eesl on this droving er maw pope listing this drawing, Indlaetes of this of dressing any engineering ®�} ' responsibility solely for the design shown. The suitability and use of this drgring for any structure Is the L,� — — 835IRomaCircle re.pa,lelblllty of the Building Designer per ANSI/TPI 1 Seca. d,��wL'{'/� DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828Far more Informative a this,oboe general notes page and these web sites: I SPACING 24.0" J REF- 1 VHE7 1 75Z 1 1 r ALPINE: www.alpineltw.cwww ; TPI:w .tpinst.org;WiCA: www.abclndustry.c ; ICC:wma.lccsafe.org EXP.12-31-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - N) Top chord 2x4 DF-L #2(g) Negative reaction(s) of -228# MAX. (See below) from a non-wind load Bot chord 2x4 DF-L #2(gcase requires uplift connection. Webs 2x4 DF-L Std/Stud(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Connectors in green lumber (g) designed using NDS/TPI reduction factors. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6,0 psf, wind BC DL=4.2 psf. Left cantilever is exposed to wind 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 2.00. 1 .5X4111 i 3X5---s-, — 31 3X5=-= 11111111111111 2-0-0 i 1-0-0 III 9-0-0 1 .5X4 III 3X5= 3X5(R) III -1-6-0 >1< 2-0-0 > 1"122 2-1-0 1-7-8 2-1-0 1-9-4 4-0-0 Over 2 Supports >I R=631 U=67 W=5.5" RL=24 R=-228 Rw=42 U=98 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 .0 QTY:5 OR/-/1/-/-/R/- Scale =1"/Ft. Truss Components of Oregon ((503))357-2118 WARNING!"READ AND FOLLOW ALL NOTES ON THIS DRAWING! �G� WWF TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. � REF R7175- 29612 Trusses require extrema care in fabricating, handling, shipping, installing and bracing. Rater to and follow TC DL 1 0.0 PSF DATE 06/16/15 the latest edition of SCSI (Building Component Safety Information, by TPI and WI'CA) for safety practices prior p a' to performing these functions. Installers shall provide temporary bracing per 8CS1. Unless noted otherwise, 1 4B5 9 top chord shall have properly attached structural sheathing end 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 BCSI DRW CAUSR7175 1 51 671 64 A' ��O)� T� sections 83, 07 or B10, as applicable. Apply pietas to each Taco of truss dna position as shown above and onNiill i1 the Jelnt Detells, unless-orad otherwise. Refer to drawing•1160:-2 far standard plata pasltlpns. BC LL 0.0 PSF CA-ENG TSB/CWC Alpine, a yifailur of Ibu Bd the g Components Group Inc shall n t be responsible for any tlpping,pn from this drawing, any failure to build the truss In conformance with ANSI/TPI t, or for handling, shipping, •,',.i �� AN ITW COMPANY installation&bracing of trusses. . ' TOT,LD. 42.0 PSF SEQN- 321864 ' • A abl an this drawing or never page listing this drawing, indicates acceptance of professional engineering ,49 ''re. 19x9 . responsibility solely for the design sheen. The suitability and use of this drawing far any structure is the • 8351 Rovana Circleroapenslbllity oT the Bullaing Omlp,er per AMSI/TPI 1 Soe.z. �r®��wm G,NP4 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.elpineltw.com; TPI:aww.tpinst.org;W(CA:www.abcintlustry.com; ICC,www.lccsafa.erg EXP.12 31 15 SPACING 24.0" JREF- 1 VHE7 1 75Z 1 1 i THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION-Medallion Mdws lot 9 -- VERIFY VERIFY, OR - N1) The maximum horizontal reaction is 710# Top chord 2x4 DF-L #2(g) Bot chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Webs 2x4 DF-L Std/Stud(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Connectors in green lumber (g) designed using NDS/TPI reduction factors. DL=4.2 psf. 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. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1 .5X4111 R=298 U=21 3 I Rh=710 RL=350/-85 i as 10-8-6 3X5.-------- 2-0-0 111111111-0-0 — 4 9-0-0 / \l 1 .5X4 III 3X5(R) III Ic 1-6-0 >I< 3-9-0 >I 1"12 -• 3-8 8 _I� 1 3-10-4 1 4-0-0 Over 2 Supports R=153 U=29 Rh=-710 RL=109/-351 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01 .0 QTY:5 OR/-/1/-/-/R/- Scale =1"/Ft. ..W„,�,,,�,.e( FOLLOW ALL NOTES TO THIS DRAWING! k+��' ®qtr TC LL 25.0 PSF REF R7175- 29613 Truss Components of Oregon (971137-2118 „IMPORTANT.° FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. y°fa 825 N 4th Ave,Cornelius 0 97 13 Trusses require emir ams re In fg co,,pting, handling, Shipping, Installing d bracing. Refer to and follow ' TC DL 10.0 PSF DATE 06/16/15 the latest edition of6C51 (Building Component Safety Information, by TPI and WTCA) for safety practices prior (� 14659'6'� o performing these functions.[Installers shell provide temporary bracing per BCSI. Unless noted otherwise. ry., r to chord shall have properly attached structural sheathing and bottom chord shall have a properly attached W BC DL 7.0 PSF DRW CAUSR7175 15167166 rigid telling. Locations Shown for permanent lateral restraint of webs shall have bracing Installed per BCSI .e, .'" . sections 63, 67 or 1310, as applicable. Apply plates to each face of trussand position as shown above and on ,.,, _:„. ., .. 0 •:„., ."^ BC LL 0.0 PSF CA—ENG TSB/CWC AIL I 11 A III l the Joint Details, unless noted otherlse. Refer to drswi,gs 1160:-Z forstantlard plata posltlons. TIL_ L J I \v' drawing, a y failure of Ibu Bd the g Components Group Inc. shall nct be nor for lole for any tlpping,on from this q yl -6 drawing• any fa rare to bulla the truss In conformance with ANSI/TPI 11, or for handling, shipping, V TOT.LD. 42.0 PSF SEAN- 321858 AN ITW COMPANY InstallationeA draping or coveses. 9 spec on this solely or their sign tintingown. the.drsuiwing,tability indicates nue or this of progfor.a y sl ucrIengineering /4/, ' G�aQ0 DUR.FAC. 1 .15 FROM BB 1 responsibility solely for the design sham. TheNSI sultabl l lty end use of this tlrening for any structure Is CM 8351 Roma Circle responsibility or the Wilding Deelgner per ANsvTpl t sep.z. Sacramento,CA 95828 For more Information see this Jobs general notes page and these web altos: SPACING 24.011 JREF- 1VHE7175Z11 ALPINE:www.alpineltw.com:TPI:www.tpinst.org:WTCA:www.sbclnduatry.tom; ICC: www.iccsafe.org EXP.12 31 15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - N1GE) Top chord 2x4 DF-L 2400f-2.OE The maximum horizontal reaction is 821# Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Std/Stud(g) :M1 2x3 HF #2: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Connectors in green lumber (g) designed using NDS/TPI reduction factors. DL=4.2 psf. Wind loads and reactions based on MWFRS with additional C&C member Truss designed to support 1-0-0 top chord outlookers and 5.00 PSF design. cladding on one face, and 24.0" span on opposite face. Top chord may be notched 1.5" deep X 3.5" AT 48" o/c along top edge. DO NOT OVERCUT. No See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind knots or other lumber defects allowed within 12" of notches. Do not bracing requirements. notch in overhang or heel panel. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 2.00. R=319 U=141 2X4111 Rh=821 RL=378/-342 1.5X4111 --)( i s I +10-8-6 3X5= IN M1 2-0-0 s II 1-0-0 '/' __ II1 ,5X4 III T 41 9-0-0 1.5X4 III 3X5(R) III --1-6-0 3-9-0 1"12 3-8-8 3 I nz --8 'I 4-0-0 Over 2 Supports R=203 U=77 Rh=-821 RL=418/-379 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01 .!,r�9nOFF QTY:1 OR/-/1/-/-/R/- Scale =1"/Ft. Truss Components of Oregon 503 357-2118 eeWARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! TC LL 25.0 PSF Components ••IRPORTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, C.71 REF R7175- 29614 825 N4HtAve,Cornelius O 97 l3 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and fond. (j vi . eq° at g sa . 14659 TC DL 10.0 PSF DATE 06/16/15 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior o performing these functions. Installers shell provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid calling. Locations shown for permanent lateral restraint of webs snail have bracing Installed per SCSI A s e � BC DL 7.0 PSF DRW CAUSR7175 15167169 (1 Ta sections 83, B7 or 810, as applicable. Apply plates to each Paco of truss and position as shown above and on x., A ll IN O1� 1 I I the Joint Details, unless noted otherwise. Refer td drawings 160Ao_Z for standard plate positions. BC LL 0.0 PSF CA-ENG TSB/CWC ��/IJR II ILJ' J I \V' I Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this IP! „ drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, - AN 1'1-v./COMPANY Installation a bracing of trusses. C ? 'g�9 Qv: TOT.LD. 42.0 PSF SEQN— 321862 — ' r spo on this drawsolely or the pign listingwnthis druita Til Indicates eddthsndr of grrer alyivl uct re g s ® }����e G�A4 DUR,FAC. 1 .15 FROM BB responsibility oo bey for the design erase. The suitability y dandi�use of this drawing for any structure is she I • 8351 Rovana Cycle responsibility of the Building Designer per ANSI/TPI t Sec.2. Sacramento,CA 95828 For more informations this,obis general notes page and these web Sites: SPACING 24.0" JREF- 1VHE7175Z11 ALPINE: www.alpineltw.com:TP1:a www,tpinst.org;NTCA:www.sbcinduetry.com; ICC:www.Iccsofe.org EXP.12-31-15 e / THIS DING PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - AG) Top chord 2x4 DF-L #1&Bet.(g) Special loads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 DF-L Std/Stud(g) :W1 2x4 DF-L #2(g): TC- From 0 plf at -2.12 to 73 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 11.16 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- From 0 plf at -2.12 to 5 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 3.48 BC- From 2 plf at 3.48 to 2 plf at 11.16 120 mph wind, 21.12 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 76.02 lb Conc. Load at 2.72 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 BC- 295.81 lb Conc. Load at 5.55 psf. BC- 489.80 lb Conc. Load at 8.38 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load 1.5X4 III applied per IRC-12 section 301.5. / Deflection meets L/360 live and L/240 total load. Creep increase factor : for dead load is 2.00. JT PLATE LATERAL CHORD 3X5 No SIZE SHIFT BITE [11] W3X5 S 1.75 I 5-6-8 3X5% 6,36 .4411111 �� 19-1-4 / 0_7_8 i-: 1-0-0 3X5[11]= 4X5 -�- j 18-1-4 2X4 B1)= 3X5=-.-- Y 3X4 III -2-1-7-->.1 3-10-2 3-5-12 'I` 3-10-2 4c 3-10-2 3-10-2 3-5-12 -I- 7-8_4 11-1-15 Over 2 Supports > R=607 U=51 W=7.778" R=549 U=65 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.0 + QTY:1 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon ((503)357-2118 •'WARNING!•. READ AND FOLLOW ALL NOTES ON THIS DRAWING! } �N 0 TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, '\� REF R7175- 29615 Trusses require extreme re in fagbricating, handl) ` C ng, shipping, installing and)raping. Refer to and follow '` 4111114. the latent edition of BCSi (Bulltllnt Component Safety Information, by TPI and WTCSI for safety practices prior V Ta to performing them functions. Installers shell provide temporary bracing per BCS). Unless ogres otherwise. 14659 fi'� ' TC DL 1 0.0 PSF DATE 06/16/15 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ., rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCS! 041111h ,4 O�� sections 63, BT or 810, as applicable. Apply plates to each feta of truss and position as shown abovo end on • BC DL 7.0 PSF DRW CAUSR7175 15167170 )III-,L the Joint Details, unless noted otherwise. Refer to drawings 160A-z forstandardplate positions, BC LL Alpine, a division of ITN Building Components Group Inc. shall not be responsible fpr any deviation from thin 0.0 PSF CA-ENG TSB/CWC tlrewing, any lure to bulla the truss in conformance with ANSI/TPI 1, or for handling, shipping, a%�`-a� AN ITW COMPANY Inetai atlpn&"b' racing or asterp. ..'• iF 7 ' 0 .zr TOT.LD. 42.0 PSF SEAN- 321716 A sesl on this srwing or ismer page listing this drawing, indicates aotptsndr of professional ring ® 9 + responsibility solely for shim design alwwn. The suitability and use of this drawing for any structure is the f 8351RDVN1aCirele responsibility of the Building Designer per AIYSI/IPI 1 See.2. //+fAaVg.GO ts DUR.FAC. 1 .15 FROM BB - Sacramento,CA 95828 For more information see this Job's general notes page and them web sites: WS VT• SPACING 24.0" ALPINE: ww.alpineltw.com; TPI:www.tpinst.org; MA:www,sucindustry.com; ICC: www.iccsafe.org EXP 12-31-1 S J REF- 1 VHE7 1 7 5Z 1 1 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - AGA) Top chord 2x4 DF-L #1&Bet.(g) Special loads Bot chord 2x6 HF #2 (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 DF-L Std/Stud(g) :W4, W5 2x4 DF-L #2(g): TC- From 2 plf at 0.00 to 2 plf at 11.16 BC- From 2 plf at 0.00 to 2 plf at 11.16 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- 211.15 lb Conc. Load at 2.72 BC- 91.56 lb Conc. Load at 3.02 BC- 300.15 lb Conc. Load at 5.55 ' 120 mph wind, 24.11 ft mean hgt, ASCE 7-10, CLOSED bldg, Located BC- 180.56 lb Conc. Load at 5.84 anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 BC- 389.15 lb Conc. Load at 8.38 psf. BC- 269.56 lb Conc. Load at 8.67 Wind loads and reactions based on MWFRS, End verticals not exposed to wind pressure. (a) #3 or better scab brace. Same size & 80% length of web member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Attach with 10d Box or Gun nails (0.128"x3",min.) @ 6" OC. load applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase 2X4111 factor for dead load is 2.00. JT PLATE LATERAL CHORD 6.36 l • - No SIZE SHIFTBITE [ 1] W2X4 0.50 R 1.25 3x50. P [ 3] W1.5X4 S 2.75 [ 4] W4X5 S 3.50 [ 7] W3X5 S 2.75 2X4(R)[1] '\ (a) 8-11-9 W4 5 1 • 3-0-9 11111111111111111111iiiiiiiiiiiiiiiiiiiiidi , © 18-1-4 / 4X5(R)[4] III 3X5(R)[7] III 1 .5X4[3] III 1iz 5-5-4 5-5-4 _I< 5-5-4 5 7-0z Ic 11-1-15 Over 2 Supports %I R=643 U=165 W=7.778" R=844 U=215 Design Crit: IRC2012/TPI-2007(STD) PLTTYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 .0 Ar QTY:1 OR/-/1/-/-/R/- Scale =.275"/Ft. Truss Components ofOregon (503)357-2118 WAN READ AND FOLLOW ALL NOTES ON THIS DRAWING! t�/-� REF R7175- 29616 4th R 1 ••IMPORTANT• FINNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, y • TC LL 2 5.0 PSF 825N4 TAve,Comehus0 97 13 Trusses require extreme care In fabricating, handling, Shipping, installing and bracing. Refer to and follow `, pP g, g �e V TC DL 10.0 PSF DATE 06/16/15 the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior f.. 14650 p S 6^ to performing these v functions.attached structural provide sheath tempora ho bratom chord per BCS!. Unless noted otherwise, `ff. 'f „:,J„,O r top dchordcel shall have properly a for pe man tura) rM1l Twig end bottom chord shell have a properly attached rigid can Ing. Locations shown far permanent lateral raetralnt oP webs steal l neve bracing !natal bo per BCSi .. '/. BC DL 7.0 PSF DRW CAUSR7175 15167175 ��� l) sectionsTA B3, BT or B,D, as applicable. Apply plates to each faceof trussand position as shown above and on i e Joint Details, unless noted otherwise. Refer to drawings 160A_2 Porstandard Plate positions. BC LL 0.0 PSF CA-ENG TSB/CWC 1 Alpine a division of RTW Building Components Group Inc. shell not be responsible for any deviation from this eV W drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping. .v AN RTW COMPANY instal latlon 8 bran no of trusses. +�,. oaf TOT.LD. 42.0 PSF SEQN- 321745 • A.al on this drawing or oov.r peg.(Hating Able drawing, IMle.t...ampu .of professional enginering L.7 1g IC' • responsibility solely for the design slow,. The suitability and use of this drawing for any structure is the 9Ss,,gN Ww��w�` DUR.FAC. 1.15 FROM BB 8351 Roma Circle responsibility of the Building Designer per ANSI/TPI T See.z. 1� SacraDlento,CA 95828 For more information see this Job's general notes page and these web sites SPACING 24.0" J REF- 1 VHE7 1 7 5Z1 1 ALPINE: www.alpineltw.com;TPI:www,tpinst,org;WTCA: www.shcinaustry.com; ICC:waw.lccsefe.org FXP 1.)-.�q-�j (0615125--JT ROTH CONSTRUCTION —Medallion Mdws lot 9 -- VERIFY VERIFY, OR — DG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) Special loads Bot chord 2x4 DF-L #2(g) Webs 2x4 DF-L Std/Stud(g) (g) TC- Fromber DOurpjfcatl_2.15 2 tolate73uppifaaat=10100 :Lt Stub Wedge 2x4 DF-L Std/Stud TC- From 2 plf at 0.00 to 2 plf at 2.77 Connectors ingreen lumber designedusing BC- From 0 plf at -2.12 to 5 plf at 0.00 (g) NDS/TPI reduction factors. BC- From 2 plf at 0.00 to 2 plf at 2.77 Wind loads and reactions based on MWFRS with additional C&C member 120 mph wind, 18.90 ft mean hgt, ASCE 7-10, CLOSED bldg, Located an4h2rpsfn roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC design. DL 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 2.00. 1.5X4 III i 6,36 2-1-1 0001 It 0-7-8 -;'iiiiiiiiiii i 4 �J e 18-1-4 / �� 1,5X4111 3X5(G1) III 2-1-7 2-6-7 '1"1 E2-9-3 Over 2 Supports =-1 R=312 U=12 W=7.778" RL=51/-27 R=58 U=6 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01 .04+� +SRF Truss Components of Oregon (503)357-2118 ••wARNINGI•• READ axg Foca ALL xoTes a THIS DRAWING! QTY:2 OR/-/1/-/-/R/- Scale =.75"/Ft. 825 N 4th Ave,Cornelius 0 97113 '•IMPORTANT'• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS � TC LL 25.0 PSF REF R7 1 7 Trusses require extrema re In fabricating, handling, shipping, Installing and bracing. Refer to and follow 5- 29617 the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA)for safety practices prior a,, # TC DL ,A4116% � o performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, �I 14859 A> 1 0.0 PSF DATE 06/16/15 top chord shall have properly attached structural sheathing and bottom chord shell haveMM rigid ceiling, Locations shown for a Properly attached `.' sections 03, B7 or Locations aspermanent lateral restraint of webs shall have bracing Installed per BCSI BC DL A LLEDIO N .' se applicable. Apply plates to each race of trussand position as shown above and on � a 7.0 PSF DRW CAUSR7175 15167179 I the Joint Details, unless noted able.otherwise. Refer to each ceAfastandard plate positions. h. Alpine, a division of ITN Building Components Group Inc, ,hall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG TSB/CWC drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, .4' - - AN ITW COMPANY Instal latldn&bracing or trusses. . ryesen drawing or dcover esign listing The suitability acceptance of prerbaigrl engineering a /�"c T ti9eg.:Qk,'vv TOT.LD. 42.0 PSF SEAN- 321765 responsibill y aid use or this drawing for any structure Is the 4% S8351 RoranaCircle responsibility of the Building Designer per ANSI/1111 1 Seo.2. !®JU�,C��,4 DUR.FAC. 1.15 FROM BB acramento,CA 95828 For more Information a this Job's genera, notesNil w ALPINE:www.alp lneltw,com;TPI: eww.cp Inat.or9:ArCA: www.sbcindustr these web sites: y.tom: ICC:ww«.lepaafa.erg FXP 1 x_31-15 SPACING 24.0" JREF- 1 VHE7175Z11 I (0615125--JT ROTH CONSTRUCTION —Medallion Mdws lot 9 -- VERIFY VERIFY, OR — D) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 18.95 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. :Lt Wedge 2x4 DF-L Std/Stud(g): Wind loads and reactions based on MWFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Right end vertical not exposed to wind pressure. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1.5X4 III 9 2-1-14 V 0-7-14 111A1111111111111 V1 „ 18-1-4 1.5X4 III 3X5(B2)(R) III --1-6-0 =� 1-9-4 r f2-0-0 Over 2 Supports R=252 W=5.5" RL=53/-35 R=46 U=10 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01.0 — 'a QTY:9 OR/-/1/-/-/R/- Scale =.75"/Ft. _ Truss Components of Oregon (503)357-2118 '�WARNINGI""READ AND FOLLOW ALL NOTES ON THIS DIMING! 1t. ' TC LL 825 N 4th Ave,Cornelius OR 97113 "I SANT• FDBNIBN,xis DNAWING To ALL CONIR CTORB INCLUDING Txe INSTALLBRS. ILL 25.0 PSF REF 87175— 2961$ 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 WfCA)for safety practices prior /t�e.j� TC DL 10.0 PSF DATE 06/16/15 fx to performing these functions. Installersshallprovide temporary bracing per SCSI Unless noted otherwise, V 14859 top chord shell have properly attached structural sheathing end bottom chord shall have a properly attached me, rigid cel ling. Locations shown Tor permanent latera I restraint of webs shall have bracing Installed per BCSI BC DL 7.0 0 PSF ,4�1 O`� sections B3, B7 or B10, as applicable. Apply plates to each face of trussandposition as shown above and on 0, DRW CAUSR7175 15167180 L J the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. BC LL I , Alpine. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this - 0.0 PSF CA-ENG TSB/CWC drawing, any failure to bulltl the truss In conformance with ANSI/TPI 1,or for handling, shipping, /,1 . AN ITW COMPANY Insta ootids f breeing df iraaaes - TOT.LD, 42.0 PSF A anal on thedrrooing or Nevar Pep listing this drawing, Indicates acceptance of profaaalen.l engineering 'FC T 9sy9.etc, SEQN— 321763 responsibilitylel for the designsloes. The suitability and use of this drawing for eery structure is the lay DUR.FAC. 1 1 5 FROM BB 8351 Roma Circle reepem slew of the Building Designer par ANSI/TPI 1 See.2. ®�1 SacranientO,CA 95828 For more Information see this Job's general notes pegs and these web sites: ��Wgm 6/ik ALPINE:www.alpineltw.com; TPI:www.tpinst.org; WTCA:www.shcindustry.com; ICC: www.lecsafe.org SPACING 24.0" JREF- 1 VHE7 1 75Z 1 1 EXP.12 31-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION —Medallion Mdws lot 9 -- VERIFY VERIFY, OR — L) Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Deflection meets L/360 live and L/240 total load. Creep increase applied per IRC-12 section 301.5. factor for dead load is 2.00. 1 .5X4 III I :iiiiiiiiiiiiiiiiiiiii4rlø 1-11-3 . 0-4-3 •� 1 .5X4 III IIIIIIIIII 2X4(A1) 1, 1-6-0 I` 2-11-4f"12 i3-2-0 Over 2 Supports >1 R=290 W=5.511 R=99 U=3 RL=38 Design Crit: IRC2012/TP{-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01.$. ; WPROpE.`_Y:8 OR/-/1/-/-/R/- Scale =1"/Ft. Truss Components of Oregon (503)357-2118 '"WARNIx61ee READ AND FOLLOW ALL NOTES ON THIS DRAWING! , 825 N 4th Ave,Cornehns OR 97113 •'IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ! 4.7•••N. TC LL 25.0 PSF REF R7175- 29619 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow 1 4 659 ' the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior - TC DL 10.0 PSF DATE 06/16/15 o perfarming these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise. top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached s rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI s. BC DL 7.0 PSF DRW CAUSR7175 1516741 -- WI B3, BT or B10, as applicable. Apply plates to each face of trussand position as shown above and on ,4 L=)11the Joint Details, unless noted otherwise. Refer to drawings 160A_Z fortandard plate positions. a`, *t BC LL 0.0 PSF CA-ENG TSB/CWC 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 trans In conformance with ANSI/TPI ,, or for handling. shipping, .0 '4'0 7 1011 ��'' amTOT.LD. 42.0 PSF SEQN- 321844 AN ITv,/COMPANY Installation A bracing or trusses. ' A seal on this drawing or cover page listing this drawing, Indicates soeaptsnae of professional engineering .. responsibility solely for the design shown. The suitability and use of this drawing for any structure Is the r®AN W.G DUR.FAC. 1.15 FROM BB • 8351 Roy=Circleresponsibility of the Building Designer per ANSI/TP1,Sec.2. Sacramento,CA 95828 For more Information see this Jobs general notes page and these web sites: ALPINE: www.alpineitw.com; TP1:www.tpinst.org; WTCA:www.sbcindustry.can: ICC:www.iccsafe.org EXP.12-31-15 SPACING 24.0" JREF- 1VHE7175Z11 r THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - A) Top chord 2x4 DF-L #2(g) 120 mph wind, 18.89 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. :Lt Wedge 2x4 DF-L Std/Stud(g): Wind loads and reactions based on MWFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction factors, design. 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 2.00. load applied per IRC-12 section 301.5. 1 .5X4 III 11 9 2-0-8 0-7-14 ANI411 1J111111111111S1 18-1-4 / MEIMIO 1.5X4 III 3X5(82)(R) III l< 1-6-0 ;1 12 1-7-7 '�`„ f1-10-3 Over 2 Supports R=249 U=1 W=5.5" RL=51/-35 R=38 U=8 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01. CQPROptte Y:2 OR/-/1/-/-/R/- Scale =1"/Ft. Truss Components of Oregon 503(`357-2118 ••WARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N QIR Ave,Cornelius 0 97113 "IUPORrPNr•• FURNISH THIS DRAWING TO ALL COIITRACrORS INCLUDING THE INSTALLERS. �C;��" ' •.. R7 TC LL 25.0 PSF REF 175- 29620 Trusses require extreme re In fabricating, handling, shipping, installing and bracing, Refer t a Follow the latest edition of BCSI(Building Component Safety Information, by TPI and CA) for safety practices prior ery�� 1 4659 ' ) -- TC DL 10.0 PSF DATE 06/113/15 o performing these functions. Installers shall Provide temporary bracing per BCSI. Unless noted otherwise. -w` .... r- /411116 top chord shall have properly attached structural sheathing erg bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI } �r.,.. ..11..010 BC DL 7.0 PSF DRW CAUSR7175 15167183 ,4��0�� sections B3, B7 or 810, as eopplleable. Apply plates to each face of trussand position as shown above and on '" — the Joint Details, unless noted otherwise. Refer to drawings 100A-Z forstandardplate positions. BC ! Alpine, a tllvislon of ITW Bulltling Components Group Inc. sM1ell not be responsible far any tlevl8tlon from this i:I u apt LL 0.0 PSF CA-ENG TSB/CWC drewing, any failure to bulltl=truss in conformance wleh'"11—PI 1, or Por handling, ship;::;, • AN ITW COMPANY Instal letion&bracing of trsses. 'F�7, 11g/ TOT.LD, 42.0 PSF Q 321700 . As.l on this drawing or cover pegs listing this drawing, Indicates acceptance of professional engineering ®� Q SEQN-- ' responsibility solely for the design sham. The suitability and use or this drawing for any etrueters Is the — _ 8351 RovanaCircle rempon•IbI llcy of the Building Designer per ANSI/TPI I ses.z. 1/�M�,('�� DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more Information see this Job's general notes page erg these web sites: • ALPINE:www.alpineltw.com; TP1.www,tpinst.org; ATDA: www.sbcintlustry.com: ICC:mem.iccsafe.org EXP.12-31-15 SPACING 24.0" J REF— 1 VHE7 1 75Z 1 1 1 1 1 (0615125--JT ROTH CONSTRUCTION –Medallion Mdws lot 9 -- VERIFY VERIFY, OR – Al) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 19.64 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. :Lt Wedge 2x4 DF-L Std/Studg Connectors ingreen lumber Wind loads and reactions based on MWFRS with additional C&C member (g) designed using NDS/TPI reduction factors. design. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Right end vertical not exposed to wind pressure. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 1.5X4 HI 3X5 .42-6-8 3-6-8 9 �� �� `) 19-1-4 , b 0-7-14 al 1 1-0-0 Y 6 18-1-4 NMI 3X5(82)(R) III 3X5--. " 3X5= 1 .5X4 III 1.‹--1-6-0-mJ 2-5-8 >I< 1-4-11 2-5-8 —T-1-4-11 — E3-10-3 Over 2 Supports— R=315 W=5.5" RL=83/-43 R=148 U=24 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.. =.5"/Ft.Components of Oregon f503)357-2118 "WARNINGI"REM AND FOLLOW ALL NOTES ON THIS DR11NING1 C12QRO.cF TY:2 OR/-/1/-25 0/ Scale 825 N4tliAve,Cornelius O 97 13 '•IMPORTANT'• FURNISH THIS DARNING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL PSF REF Trusses require extreme re In fabricating, handling, shipping. Installing and bracing, R7175- 2962 1 the latest edition of BCSI (Building Component Safety Information, by TPI and NTCA) for safety p to ace follow �� �� fa to performing these functions. Inatallere shall provide temperer bracing Lratottea prier TC DL 1 0.0 PSF DATE 06/16/15 cop chord shall have y 9 per ell Unless noted attached '�: properly attached structural sheathing end bottom cM1ord shell have a properly attacM1etl rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI �r BC DL ,4 r �O` II sections 83, B]or BIG, as applicable. Apply platers to each face or truss and position a shown above end on5 71 84 III`—'I J the joint Details, unless nates otherwise. Refer to trawls 160A- s 7.0 PSF DRW CAl1SR7175 15167184— T. 16 i ger Z for standard plate poll tions. I Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this .•1 BC LL 0.0 PSF CA-ENG TSB/CWC tlrawing, any failure to bulltl the truss In conformance with ANSI/TPI 1. or for handling, shipping, AN 17W COMPANY Installexldn a bracing dr trusses, a• wy A«al on this drawing or Dover page IlKing this drawing, indicates acct rp ��C, 9$°' TOT.LD. 42.0 PSF pone.wi gfor len.l t /, T,1 4 '° SEAN- 321702 J 8351 Rovona Circle responsibility oflthe Building design mhos.. The suitability and use of this drawing for any structure is the Designer per ANSI/TP1 ,S.c.R. ®qMW.Mk DUR.FAC• 1.15 FROM BB Sacramento,CA 95828 For more Information see this job's general notes ALPINE: www.alpineltw.com; TPI:www.tpinst.org;'MCA: win,st bcindu tl these web sls: y.com; ICC: wma,lccsafe.org EXP.12-31-15 SPACING 24.0" JREF- 1 VHE7175Z11 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - A2) Top chord 2x4 DF-L #2(g) 120 mph wind, 20.39 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :W1 2x4 DF-L #2(g): DL=4.2 psf. :Lt Wedge 2x4 DF-L Std/Stud(g): Wind loads and reactions based on MWFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction factors. design. 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 factor for dead load is 2.00. 1.5X411 I P 3X5�i 4-0-8 9 1 �I 5-0-8 1111111111111.11111111 1 4_19-1-4 I 3X5(R) III 0-7-14 =-j 1-0-0 —T— .� ID 18-1-4 3X5= 3X5(B2)(R) III 1 .5X4 III 1-6-0- 1 2-5-8 3-4-11 2-5-8 'I` 3-4-11 < 5-10-3 Over 2 Supports R=396 W=5.5" R=245 U=41 RL=117/-52 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%g(0%)/4(0) 15.01 .01 . D2PRop, TY:2 OR/-/1/-/-/R/- Scale =,4375"/Ft, Truss Components ofOregon 503`()357-2118 "WARNINGI"'READ mu FOLLOW AU_HOTEs ax Nis DRAWING! R7175- 29622 l. _ 825 N 4th Ave,Cornelius(]) 97113 ....IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, `,p TC LL 25.0 PSF Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Bulitling Component Safety Information, by TPI and NTCA) for safety practices prior e4s 1 48 5 9 '`r , TC DL 1 0.0 PSF to performing these functions. Installers shall provide temporary bracing per BCS1. Unless noted otherwise, DATE 06/16/15 odgillhk top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid cel I Ing. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI �v` BC DL 7,0 PSF DR CAUSR7175 15167185 ,4����� sections 63, B7 or B10, as applicable. Apply plates to each faea of truss and position as shown above and on ♦w the Joint Octas, unless natal otherwise. Refer to tlrawings 16OA-Z for standard p,ata pesitlone. BC LL 0.0 PSF CA-ENG TSB/CWC Alpine, a y failure of Ibu Bd the g Components Group In< shall not be responsible for any tlpping,en Prom this �, -IN tlrawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, �/ - AN ITW COMPANY Installation A bracing of trusses. ,� 'E'c 71 1g89 1f4� TOT.LD. 42.0 PSF SEQN- 321704 .. • A ess1 on this drwing or cover page lifting this drawing, indicates acceptance of profaselonel engineering AN responsibility solely Tor the design shown. The suitability and use of this drawing Tor any structure is the .i/A.g W.fs A 's DU R.FAC. 1 .15 FROM BB 8351 Roma Circle responsibility of the Building Designer per ANSI/TPI 1 See.2. �PfC V$D Sacramento,CA 95828 For more Information see this Jobs general notes page and these web sites: SPACING 24.0" JREF- 1VHE7175Z11 ALPINE:wew.aipineltw.com;TPI:www.tpinst.org:PICA: www,sbIC clndustry.com; C: www.iccsafe.org EXP,1 2-3 1_1.5 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - A3) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 21.17 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :W1 2x4 DF-L #2(g): DL=4.2 psf. :Lt Wedge 2x4 DF-L Std/Stud(g): Wind loads and reactions based on MWFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction factors, design. 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 factor for dead load is 2.00. 1 .5X4 III • 97 3X5�i 5-7-5 ,Ii n . �� �i " 19-1-4 1-0-0 3X5(R) III 0-7-14 •QUI II 18-1-4 3X5= 3X5(62)(R) III 1 .5X4 III 1.<1-6-01 5-5-12 2-5-8 'I` 5-5-12 P 2-5-8 -1 - 5-5-12 ' 7-11-4 Over 2 Supports > R=485 W=5.5" R=342 U=59 RL=154/-61 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01.0 - - QTY:5 OR/-/1/-/-/R/- Scale =,375"/Ft. Truss Components of Oregon (503)357-2118 "wARNINGI••Rego AND FOLLOW ALL NOTES ON THIS DRAWINBI t�Q�� eF� TC LL 25,0 PSF 825 N 4th Ave,Cornelius OR 97113 "TW ORT ' FIATNISH THIS DRAWING To ALL CONTRACTORS INCLUDING INSTALLERS, � REF R7175- 29623 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 ir. F 1 TC DL 10.0 PSF DATE 06/16/15 to performing these functions. Installers shall provide temporary bracing Per BCSI. Unlessnoted otherwise, 'M 6 AP top chord shall have properly attached structural sheathing and bottom chord shall have t ^6: 4 J� �/ ,41164, properly attached BC DL 7.0 PSF rigid ceiling. Locations a aappn care. Apply latest oeeachift feets she,, hpoe biomes Iheenllbtl per dCon DRW CAUSR7175 15167186 ALM N thesecJonsin 83,DDeB7tails, or 810, as applicable. Apply plates to each faceoftruss and position es shown above and on R m ' LoJ I tw the Joint Details, unless noted oCherwlse. Rater to drawings 180A-Z for aterWartl plate positions. I Alpine, a division of Ibu Building truss in Group Inc. shall not be responsible for any deviation from this BC LL 0.0 PSF CA-ENG TSB/CWC drawing, any failure to build the truss In conformance with ANSI/TPI t,or for handling, shipping, •:i ..,. a AN ITW COMPANY Instal latadn.bracing of Trusses. yw `w TOT.LD. 42.0 PSF SE N- A..al on illis drawing or cover page listing Phi.drawing, Indicates acceptance or professional engineering e 1/ 4'C 7t 10 ', Q 321706 r.epaaelhlIicy solely for the design sheen. The.ei thblIIty and use of this drawing for any atruowro I.the O�1 8351 RovanaCircle responsibility ley of we Sue Itling Beelgn.r per ANSI/TPI 1 Bee.2. P'ANw.CAIN DUR.FAC. 1.15 FROM BB Sacramento,CA 95838 For more information see this Job's general notes page and these web sites: • ALPINE: www.elpinaltw.cam; TPI: www.tpinst.org;WTCA: www.sbcindustry.can; ICC:wwx.icesefe.or0 SPACING 24.011 J REF- 1 VHE7 1 7 5Z 1 1 EXP,12 31 15 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - A4) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 21.17 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. :Lt Wedge 2x4 DF-L Std/Stud(g): Wind loads and reactions based on MWFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction factors. design. 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 factor for dead load is 2.00. 1 .5X4 III P 1.5X4 % 6-7-5 9 F- it 0-7-14 Palil 11 gamiimiimmimiummommumim 10 18-1-4 / 3X5(R) III 3X5(62)(R) III LEI-6-0>i 3-11-10 I 3-9-14 1 �2 7-11-4 Over 2 Supports R=485 W=5.5" R=342 U=60 RL=154/-61 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01.1 y_. •TY:6 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 ^WARNINGI••READ AND FOLLGY ALL NOTES ON THIS DRAWING! 4,{S• F TC LL 25.0 PSF REF R7175- 29624 825 N 4th Ave,Cornelius OR 97]13 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. `C, .4444 Trusses require extreme care in fabricating, handling, shipping. Installing ntl bracing. Refer to and follow _C,'/�I 4 le the latest edition of BCS! (Building Component Safety information, by TPI and WTCA) for safety practices prior (4' 1 46 5 9 10 TC DL 1 0.0 PSF 06/16/15 tT1 o performing these functions. tInstallers shell provide temporary bracing per SCSI. Unless noted otherwise Ial:; DATE top chord 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 BCS! A y s_ __ BC DL 7.0 PSF DRW CAUSR7175 15167187 ,4�� TI sections B3, B7 or B10, as applicable. Apply plates to each faced T trussand position as shown above and on ,, IF)d the Joint Details, unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. O.O PSF CA-ENG TSB/CWC I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this 0:w...,, BC LL 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. - TOT.LD. SEQN- A.poi ib thly solelyW or cover sign Howl. Thes drawing, Indicates tewofd this d.of professional engineering '9/U/.,y, 19$A�Q OUR.FAC. 1?15.0 PSF FROM 68321708 A...il.iblllty solely for the design shown. The suitability end use of this drawing for any structure Is the 8351 RovanaCrcle responsibility of the Building Designer per ANSI/TPI 1 Set.z. • Sacramento,CA 95828 Far more information, this Job's general notes page and these web sites: 12-�� SPACING 24.0" JREF- 1VHE7175Z11 ALPINE: www.elpineltw.eom; TPI:www.tpinst.org;MlTCA:www.sbcindustry.com; ICC:www.icesafe.org EXP.12-31-15 (0615125--JT ROTH CONSTRUCTION —Medallion Mdws lot 9 -- VERIFY VERIFY, OR — A5) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 21.07 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :Lt Wedge 2x4 DF-L Std/Studg : L=4.2 psf. Connectors ingreen lumber Wind loads and reactions based on MWFRS with additional C&C member (g) designed using NDS/TPI reduction factors, design. • Bottom chord checked for 10.00 psf non-concurrent bottom chord live load Right end vertical not exposed to wind pressure. applied per IRC-12 section 301.5. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 5X5 1.5X4' • • 6-2-7 6-4-11 9I 0-7-14 �1 Ii 18-1-4 3X5(R) III 3X5(B2)(R) III LE-1_6_0>J I_ 3-11-10 __l_ 3-11-10 J F 7-11-4 Over 2 Supports >{ R=484 W=5.5" R=329 U=56 RL=150/-60 PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) FT/RT=2%B(0%D)/4(0) 15.01.01.E r Truss Components of Oregon (503)357-2118 ••INARNIMGI••READ Ate FOLLOW ALL NOTES ON THIS DRAWING! � ::`T.1Cf�QTY:1 OR/-/1/-/-/R/- Scale eR7175- 825 N 4th Ave,Cornelius OR 97113 ••IMPORTANT^ FURNISH THIS DRAWING To ALL .t =.375"/Ft. Trussed Ire a g, installing l ling and THE bracINSTing, eERs• , TC LL 25.0 PSF REF require extrBCSIeme care in fabricating, handling, shipping, Installing antl bracing, Refer to and follow ! 7 1 75— 29625 the latest edition of (Building Component Safety Itemporary by TPI and NCfor safety practices prior /� performing these functions. n,ta"are shall provide temporary bracing per SCSI. Unless noted otherwise, W 1 465 9 F9 TC DL 1 0.0 PSF DATE 06/16/15 top chord shall have properly attached structural sheathing and bottom chord shall have �' rigid telling. Locations shown for a Properly attached _ n I actions B3, BT or BIG, a Permanent lateral restraint of webs shall have bracing Installed per BCSI $, BC DL 7.0 PSF ,411 L �� I I a s noted otherwise. R Pietroo to wing ra°o of trufor tans rdpositionplate as shown oboes dna on DRW CAUSR7l75 15167189 ' O 1 V � the Joint patella, unless n dle. ARefer oto each ace of forss standard plate positions. """ Alpine, a division of ITP Building Components Group Inc, shell not be responsible r any deviation from this BC LL 0.0 PSF drawing, any failure to build the truss in conformancewith ANSI/TPI 1,or for handling, hl •:a .�ry CA-ENG TSB/CWC 4 AN ITP COMPANY instal lotion"bracing of trusses. shipping,mg, .. Atlwml on this drawing or Beyer page Usti this drawing, V ty solely for the Assign a ew °The sultabi l itl"'I°"se Of thisprofessional s utoeIengineering 43,.. •�C, 7 19a Va' TOT.LD. 42.0 PSF SEAN- 321710 • responsibility acceptance of 8351 Rovana Circle responsibility or the Building Diely and use or drawing for any structure is the per hisI.ob' 'amurai /,�/i�y.O�1�� SUR.FAC. 1.15 FROM Sacramento,CA 95828 For more information sate this Job's s genera l n BB ALPINE: .a1Plneitw.com; TPI: t Inst.or PTCA:www.ebc ndustr these web sites: , p Y'`°m` 'n` "aa` °rg EXP.12-31-15 SPACING 24.0" JREF- 1 VHE7175Z11 I THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - A6) Top chord 2x4 DF-L #2(g) 120 mph wind, 20.30 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. :Lt Wedge 2x4 DF-L Std/Stud g : Wind loads and reactions based on MWFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction factors. design. Right end vertical not exposed to wind pressure. In lieu of structural panels use purlins to brace all flat TC 4) 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 2.00. 4X5(R) III 1 .5X4 III 119111111111 4-8-7 4-10-5 All 0-7-14 M II II _� 18-1-4 imm LJ 1.5X4111 3X5(R) III 3X5(62)(R) III e-1-6-0-->J 5-7-4 2-4-0 I. 5-7-4 -L- 2-4-0 ,j f= 7-11-4 Over 2 Supports >{ R=485 W=5.5" R=342 U=36 RL=112/-51 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 15.01 .01 .0 , + TC LL 2QTY:1 OR/-/1/-/-/R/- Scale =.511/Ft. Truss Components of Oregon (503)357-°118 ""WARNINGI""READ AND FOLLOW ALL Noes ON THIS DRAWING! R OFF REF R7175- 29626 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT.***IMPORTANT.* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INsrINSTALLERS. r 25.0 PSF Trusses require extrema care In fabricating, handling, shipping, Installing and bracing. Refer to and follow ;IT? , . A.,..NstM the latest edition of 6CSl (Building Component Safety Information, by TPI end MA) for safety practices prior 'C to Performing these functions. 'L 14659 'S' TC DL 10.0 PSF DATE 06/16/15 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached (" rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI BC DL 7.0 PSF DRW CAUSR7175 15167190 If�I sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on w e ,,.� A 11= N I TS e Joint Details, unless noted otherwise. Refer to drawings 160A-2 forstandardplate positions. BC LL 0.0 PSF CA-ENG TSB/CWC I Alpine, a division of ITN Building Components Group Inc. shell not be responsible for any deviation from this yl .. drawing. any failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, ,v " AN ITW COMPANY installation a bracing of trusses. 9 �, TOT,LD. 42.0 PSF . **eel on stile crewing er cowl`page listing this drewing, indicate*aooeptanee of prufweionsi engineering 9 'FC,7, 10 Q� SEQN- 321712 responsibility solely for the design shoes,. The suitability end use of this drawing for any structure is the ®_A9. - Olt _ 8351 Roma Circle responsibility of the Building Designer per ANSI/TPI 1 See.2. Va/J�w.�a.9�` DUR,FAC, 1.15 FROM BB Sacramento,CA 95828 For more information see this Jobs general notes pegs and rheas web sites: PI r- i� SPACING 24.0" J REF- 1 VHE7 1 7 5Z1 1 ALPINE: eww.alpineitw.com; TPI:ww.tPinst,erg%NrCA: www.sbcintlustry.com; ICC:wmv.Icceafe.org FXP 1 7- -15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION —Medallion Mdws lot 9 -- VERIFY VERIFY, OR — A7) Top chord 2x4 DF-L #2(g) 120 mph wind, 19.55 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. :Lt Wedge 2x4 DF-L Std/Stud(g): Wind loads and reactions based on MFRS with additional C&C member Connectors in green lumber (g) designed using NDS/TPI reduction factors, design. Right end vertical not exposed to wind pressure. 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 2.00. 4X5= 1.5X4 111 9 3_2_7 3-4-5 0-7-14 �11:11,11411.1111 �� o-IM iltllillIlliIllIllMM9 e, 18-1-4 1.5X4111 3X5(R) III 3X5(82)(R) III L‘- -1-6-0- 3-7-4 4-4-0 3-7-4 _I_ 4-4-0 r< 7-11-4 Over 2 Supports >{ R=485 U=8 W=5.5" R=342 U=22 RL=78/-42 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%D(0%D)/4(0) 15.01.01 .6- " o ..4;op ITV:1 OR/-/1/-/-/R/- Scale =.511/Ft. Truss Components of Oregon (503)357-2118 "WARNINGI READ AND FOLLOW ALL MOTES ON THIS DRAWINGI Ak 825 N 4th Ave,Comeltus OR 97113 ••II@oRfANr• FURNISHH Txls DRAWING TOALL CONTRACTORS INCLUDING THE INSTALLaLS. R TC LL 25.0 PSF REF R7175- 29627 Trusses require ditio a trema care In fabricating, Saftlling, shipping, installing d antl braelns safety to and fella., 14659 9 .. TC DL 10.0 PSF DATE 06/16/15 the latest edition of BCSI (Building Component a Safety Ie mby TPI and WTCA) for sessty practices prior AY Tw to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, -we04011164 top chord cei ingll have properly attached pe manentulal Sherel res and bof chord shal shell have bracing attached SCSI Rpa BC DL 7.0 PSF DRW CAUSR7175 15167191 rigid calling. Locations shown for permanent lateral restraint oP webs shall have have a Installed ,4����� 1 section%BS, e7 er 810, as aopplicable. Apply plates to each faceooP.7::2‘1..17'%:: russ antl position as shown above antl on ' I the Joint Details, unle%%n tad otherwise. Refer to tlrawings 180A-2 or atanaabi plata positions. BC LL 0.0 PSF CA-ENG TSB/CWC 1 Alpine, a division of ITW Sul ltling Components Group Inc. shell not ba responsible for any devlatlon from this .> ♦i drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, Shipping, - AN ITW COMPANY Installation&bracing of trusses. drawing, 'fc 7 00°'- r " TOT,LD, 42.0 PSF SEQN- 321714 I responsibility solelis yor coverforthe design I lahwn�Thea suitability end use of this drawingrforsany structure tiro Is Uro ,T® Q 8351 Rotate Circle respnrlsibl I ity of She Building Designer per ANSI/TRI 1 See.2. r,°NW.CiNP4 DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more informations this.lob's general notes page end these web sites: SPACING 24.0" JREF- 1VHE7175Z11 ' ALPINE: wew.alpineitw.com;TPI:www.tpinst.org;RICA: www.sbcindustry.com; ICC:waw.lccsafe.org EXP.12-31-15 i I , , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - A8) Top chord 2x4 DF-L #2(g) 120 mph wind, 21.95 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind. BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. End verticals 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 factor for dead load is 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 1] W2X4 0.25 R 1.50 1 .5X4 III / 9I 1 2X4(R)[1] S 4-7-7 3-0-15 i\. r ��M G 18-1-4 r 0---- 3X5(R) III 1 .5X4 III 1"12 1-7-7 �h 1L4i 1-10-15 2-0-11 Over 2 Supports R=92 W=5.5" RL=33 R=92 U=60 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 .v4' 14.'-, sTY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 •.WARN I NG I••READ AND Foca ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Comelnls OR 97113 ••IIIroRrANr• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. e'``e,'" �` � TC LL 25.0 PSF REF R7175- 29628 Trusses require extreme re In fabricating, handling, shipping, Installing and bracing. Refer to and follow V the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior •tees 14659 'A TC DL 10.0 PSF DATE 06/16/15 to performing these functions. Installers shall provide temporary bracing par SCSI. Unless noted otherwise, oar top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached //++ DRW ceiling.Ing, Locations shown for permanent lateral restraint of webs shall have bracing Instal led per SCSI 'i a BC DL 7.0 PSF DRW CAUSR7175 15167192 ,4���` sections B3, B7 or B10, as o plicable. Apply plates to aecM1 face of cru ontl position as shown above ens on J•4111164ss the Jelnt Gatalls, unless n ted•thee. A Rater to:e"cge IS For standard plata positiena. BC LL 0.0 PSF CA-ENG TSB/CWC I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this e; a. 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. � '4.0 71 i9 SEQN- 321727 F 0g 4wf TOT.LD. 42.0 PSF • . A weal en this drawing or cover papa listing thla drweing, indicates acceptance of pre.sa lona!engineers <•9 _ responsibility solely for the design shown. The emitebllity and use of this drawing for any structure is the W 835!RovBBB Circle • respowemliity of the Building Designer par ANSI/Tph 1 seas• r''4NW,00 DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more information e this job's general notes page and these web sites: SPACING 24.0" JREF- 1VHE7175Z11 ALPINE: www.alpineltw.com:TPI:www.tpinst.org; WTCA: www.sbcindustry.com; ICC:wrw.lccsafe.org EXP.12-31-15 (0615125--JT ROTH CONSTRUCTION —Medallion Mdws lot 9 -- VERIFY VERIFY, OR — A9) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph wind, 22.70 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4,2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Deflection meets L/360 live and L/240 total load. Creep increase factor load applied per IRC-12 section 301.5. for dead load is 2.00. JT PLATE LATERAL CHORD No SIZE SHIFT BITE [ 1] W2X4 0.25 R 1.50 1.5X4 ID / d 9 2X4(R)[1] 1� 6-1-7 3-0-15 11666, i 1.I, ��I 1.0 18-1-4 1 1.5X4 III 3X5(R) III 1"12 38 ,,� 3-7-7 1"2 3-10-15 14-0-11 Over 2 Supports R=181 R=181 U=80 RL=68 Design Crit: IRC2012/TPI-2007(STD) PLT Wave FT/RT=2°/D(0A)/4(0) 15.01 .01.0 T QTY:1 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss TYP.mpnts of Oregon ((503))357-2118 '•WARNINGI"'REAR AND FOLLOW ALL NATES ON THIS DRAWING! %)/ (p� 825 N 4tl)Ave,Comelms 01297113 '•IIBDRTANT"• FURNISH THIS DRANING TB ALL caNTRAcro16 INCLUDING THE INSTALLERS. y4s . o�1� TC LL 25.0 PSF REF Trusses require extreme rare In fabricating, handling, shipping, installing and bracing. Refer to and follow4001" R7175- 29629 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior I.� to performing these functions. installers shall Provide temporary bracing per BCSI. Unless noted otherwise, ks 14859 9` TC DL 1 0.0 PSF DATE 06/16/15 /416 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI .... IIT''77I l A tm sections or e applicable. Apply latex t .4 1�'` ' I the Joint Details, . y f each face of truss and position as shaven above and on �y��r� CAUSR7175 71 94 Jr---� ' \VI BC DL 7.0 PSF DRW CAUs 7 75 1516 unless noted otherwise. Refer to drawings 160A-Z For standard plate positions, i� ; 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 TSB/CWC AN ITW COMR4NY Installation 6 bracing o, any failure to buildusses truss In conformance with ANSI/TPI t, or for handling, shipping, r trusses. ea-:..a ^ Ansel on this drawing or cover page listing this drawing, indicates saw , ng '4. $ ,,'�+ TOT.LD, 42,0 PSF SEAN- 32 1 729 ♦ ponalbllity solely ror the tleelgn shaven. Ths aultabllity and use or thIssl"drawl ga olrl uo Inwrl 9 t 8351 Rovana Circle raapanmIul I ley of up Building Deal ng for any siruetere Is the 4,1„, „rip... Cr.' �9 QY g goer per hisI obi seers. ,°dHw.C��Q DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information a this Job's general notes ALPINE: www.alpinel tw.com; TPI: www.tpinsC.org; NBCA:www ebpd intlu and these web sites; ry.com; ICC:smwe.iccsafe.org SPACING 24.0” JREF- 1VHE7175Z11 • EXP.12 31-15 ' 1 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - A10) Top chord 2x4 DF-L #2(g) 120 mph wind, 23.45 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. End verticals 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 factor for dead load is 2.00. 1 .5X4 III P 97 3X5% 7-7-7 leilliiiiihil 3-0-15 / OMMWAMMINAMMEMMEMINENINONMERO 4118-1-4 1 1 .5X4 III 3X5(R) III 1"12 3ng „K 5-7-7 1"•2 5-10-15 H -6-0-11 Over 2 Supports %i R=270 R=270 U=101 RL=105/-25 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01 .0 .i QTY:1 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon (503)357-2118 •"WARN INGI•e READ AND FOLLOI/ALL NOTES ON THIS DRAWING! v0) OprF 825 N 4th Ave,Comehas OR 97113 ••IMPORTANrw FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, er, TC LL 25.0 PSF REF R7175- 29630 Trusses require extreme re In fabricating, handling, shipping, Installing and bracing. Refer to end follow — TC DL the latest edition of DCSIiBuilding Component Safety Information, by TPI and WTCA) for safety practices for 10.0 PSF DATE 06/16/15 pr 14659�-7 . to performing these v functions. Installerschstructural when provide temporary bo tom chord per all Unless notal attarwlse, �W .fir top chord al ingll Love properly attached structural sheathing and bottom chord shall heves a properly attached ;C 7.0 PSF rigidch calling. Locations shown for permanent lateral o each of webs shall have bracing Installedbo per dCoI DRW CAUSR7175 15167195 IP L=3)[1 sections 83, ai or unless as eppinoted other Apply plates to winM1 face of for and position as shown ion above and o A ,.,,rt ,4 II , the Joint Details, unless notetl otherwise. Refer to drawings 160A-2 e forstandardplate any _ BC LL 0.0 PSF CA-ENG TSB/CWC I I Alpine, a division of ITV/bu dtheBuilding Comtruss In Group Inc. shell not be responsible for lh n for any tlppintlon frau this a drawing, any failure to build the truss In conformance with ANSI/TPI 7, or for handling, shipping, a�I.-sy AN ITW COMPANY Installation&bracing of trusses. TOT.LD. 42.0 PSF e A asst on this drawing or cover pp.listing this drawing, indiostas acceptance of professional engineering ,y '#' 7. s9 -Zr<ySEQN- 321732 responsibility solely the BuI the design arae. The suitability and use or this drawing for any structure is the 1$1p W.Ag- DUR.FAC. 1.15 FROM BB 8351 Roy=Circle responsibility of the for ng Designer par AIS 1/TPI Sac.2. V Sacramento,CA 95838 For more information seetM1la Job's general notes page and these web sites: SPACING 24.0" JREF- 1 VHE7175Z11 ALPINE: www.elpinaltw.cao; TPI:www.tpinst.org;Rw • ICA;ww.sbcinduatry.cam: ICC: www.iccsa£e,org EXP.12 31-15 _ 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - All) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 24.16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) :W4 2x4 DF-L #2(g): DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Wind loads and reactions based on MWFRS with additional C&C member design. End verticals not exposed to wind pressure. (a) Continuous lateral restraint equally spaced on 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 2.00. 2X4 III 3X54 91 I 1 .5XgitiltrilIk ,.I 9-0-6 i 3-0-15 n mA 4118-1-4 a 3X5= 3X5(R) III 1"12 3-9-14 1"12 I 3-9-14 'i h 7-9-8 —I 7-11-4 Over 2 Supports R=353 R=353 U=123 RL=142/-32 Design Crit: IRC2012/TPI-2007(STD) PLT TVP. Wave FT/RT=2%%(0%)/4(0) 15.01.01...4k V2PROP . Y:1 OR/-/1/-/-/R/- Scale =.312511/Ft, Truss Components of Oregon 503)357-2118 •'WARNINGI••READ Alm FOLLOY ALL NOTES ON THIS DRAWING! q TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 •'INPORTANr•• FURNISH MIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. rad REF R7175- 29631 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing.Refer[o and follow t.� �1 i the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior y. \ TC DL 10.0 PSF DATE 06/16/15 to performing these functions. Installersshallprovide temporary bracing per SCSI. Unless noted otherwise, ,= r top chord shall have properly attached structural sheathing and bottom chord shall have rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing pInstalled perroperly hBCSI 4' TMs BC DL 7.0 0 PSF DRW CAUSR7175 15167197 671 97 Aidibh ,4�1 sections BD or BIOunless as applicable. Apply plates to each fano or for and position as shown above alio on - � LoJ i tw the Joint Details, unless n tetl otherwise. Refer to drawings,BDA_Z for standard plate positions. BC LL Alpine,a divielon of ITN Building Components Group Inc, shall not be responsible for any deviation from this +: ..1 0.0 PSF CA-ENG TSB/CWC drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling. shipping, v • AN ITWCOMPANY installation f bracing or trusses. .Pd, 'FC. 7 19�'9�Q1'c ' TOT.LD. 42.0 PSF SEQN— 321734 . A Neel on this drawing or cover page listing chis drawing, Indicates coosptsno►of profsssionsl engineering r f responsibility solely for the design shown. The suitability and use of this drawing for any structure is the �•./FIN W C t�P DUR.FAC, 1 .15 FROM BB 8351 RovaDa Circle responsibility of the Building Designer per ANSIFIPI 1 Sec.2, +s W. Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: ALPINE: www,elpineltw,com; TP1,www.tpinst,org: WI-CA:www,sbtindustry.com: ICC: www.iccsafe,org EXP.12-31-15 SPACING 24.011 J REF- 1 VHE7 1 75Z 1 1 t THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - Al2) Top chord 2x4 DF-L #1&Bet.(g) Special loads Bot chord 2x6 HF SS (Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15) Webs 2x4 DF-L Std/Stud(g) :W5 2x4 DF-L #2(g): TC- From 75 plf at 0.00 to 75 plf at 7.94 BC- From 7 plf at 0.00 to 7 plf at 7.94 Connectors in green lumber (g) designed using NDS/TPI reduction factors. BC- 980.48 lb Conc. Load at 1.79, 3.79, 5.79, 7.79 120 mph wind, 24.16 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Wind loads and reactions based on MWFRS. anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. End verticals not exposed to wind pressure. (a) #3 or better scab brace. Same size & 80% length of web member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Attach with 10d Box or Gun nails (0.128"x3",min.} w 6" OC. load applied per IRC-12 section 301.5. 2X4111 Deflection meets L/360 live and L/240 total load. Creep increase JT PLATE LATERAL CHORD factor or dead load is 2.00. No SIZE SHIFT BITE p [ 1] W3X5 3.00 L 1.25 [ 3] W3X5 S 2,75 9 [ 4] W5X7 2,75 R 4.50 4X5[5]i 1 [ 5] W4X5 3,25 L 1.25 [ 7] W3X5 S 2.75 0 3X5[1] I ,, % (a) 9-0-6 Ii 3-0-15 ,,,0 • 1 L 11 j eh 18-1-4 3X5[3] III 5X7(R)[4] III 3X5(R)[7] III 1"12 1"12 � 3-9-14 3-9-14 1'12 3-9-14 + 3-11-10 7-11-4 Over 2 Supports >I R=1880 U=154 R=2693 U=209 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%g)/4(0) 15.01.01. r ERN. TY:1 OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-2118 ewWARNINGIYe READ AND FOLLOW ALL NOTES ON THIS DRAWING! y'Ct TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 •eIWPORTANT•• PUNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF 87175— 29632 Trusses require extreme re In fabricating, handling, shipping, Installing and bracing. Refer to and follow TC DL 1 0.0 PSF the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior Ott . 1 46 59 'Q to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, fw DATE 06/16/15 top chore shall have properly attached structural sheathing and bottom chord shall have a properly attached PSF ceiling, Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI .Au . A BC DL 7.0 PSF DRW CAUSR7175 15167198 ,4 L��)� sections B3. B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on 1 the Joint Details, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. BC LL I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this •„'i --.- 0.0 PSF CA-ENG TSB/CWC drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY I nate IIat I on&bracing of trusses. 4 'FC 7. 144,9 AV TOT.LD. 42.0 PSF SEQN- 321741 A Nal en this drawing or cover page listing this drawing, Indlbmtee eooeptanee of profeseinnel engineering /�1 Q responsibility solely for the design shorn. The suitability and use of tills drawing for any structure is the TjA��a fSt1A^ DUR.FAC. 1.15 FROM BB A35I Rovana Chile responsibility of the Building Designer per ANSI/TPI 1 Sae.2. ''I VST Sucrnmento,CA 95838 For more Information sae this Job's general notes page and chase web altea: SPACING 24.0" J RE F- 1 VHE7 1 7 5Z 1 1 ALPINE: wwww .alpineitw,com; TPI:ww.tpinst.org; WTCA: www,sbcindustry.com; ICC:www.iccsafe.org EXP,12-31-15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - A13) Top chord 2x4 DF-L #2(g) 120 mph wind, 20.79 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind IC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Right end vertical not exposed to wind pressure. 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 2.00. No SIZE SHIFT BITE [ 1] W2X4 0.25 R 1.50 1.5X4 III N 9 2X4(R)[1]�O 4-5-9 0-10-14 01 lil II �1 rb rim' l 18-1-4 3X5(R) III 1.5X4 III 1"12 4-3-11 s s 1 4-7-3 —1...„ .<----4-8-15 Over 2 Supports ={ R=211 W=5.5" R=211 U=42 RL=74 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 15.01 .01 ,'t rp2QROp� TY:1 OR/-/1/-/-/R/- Scale =.5"/Ft. _ Truss Components of Oregon (503(\)357-2118 '•* FURNISH READ AND FOLLOW ALL NOTES TO THIS LUDIIINGI ®�4. * TC LL 25.0 PSF 825 N4t1T Ave,Comeltus OR 97113 "IMPORTANT.* Fugxlsx TxIB DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175- 29633 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow 440 the latest edition of 8CS1 (Building Component Safety Information, by TPI and WTCA) for safety practices prior m 1 48 5 9 9 TC DL 1 0.0 PSF DATE to performing these functions. Installersshellprovide temporary bracing per BCSI. Unless not.otherwise, : mroro- r_ 06/16/15 ogilikhk top chord 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 SCSI !sa BC DL 7.0 0 PSF DRW CAUSR7175 15167200 A -,L�)� T1° sections B3, 87 or 810, as applicable. Apply plates to each faceoftruss and position as shown above and on - 1 the Joint Betels, unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. BC LL I I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this .,I _•' 0.0 PSF CA-ENG TSB/CWC drawing, any failure to build the truss In conformance with ANSI/TPI 1,or for handling, shipping, AN ITW COMPANY installation a bracing of trusonaeea. ap 'l(s, 71 19x9.. 4f TOT,LD, 42.0 PSF SEAN- 321718 • Aresponsibility ssel on this tlrawing or sever pegs listing this drawling, Inloetssoosptsllof far any sl engineers ✓ A • Q gam lbll sty soor elythe for thedin design:Oxon. The suitability and use or this drawing for structure is the �!'JI W.ty8.l�^� DUR.FAC. 1 15 FROM BB 8351 RGVana Circle respeneibliity or the Building Designer per ANSI/TPI 1 Soc.2. e,1 V`s 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:NITCA: www.sbclndustry.com: ICC:www.iccsafe.org EXP.12-31-15 SPACING 24.0" J REF- 1 VHE7 1 7521 1 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - A14) Top chord 2x4 DF-L #2(g) 120 mph wind, 21.54 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Right end vertical not exposed to wind pressure. 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 2.00. 1 .5X4 III 9I 5-11-9 4X5 0-10-14 in 11 �J' 18-1-4 1. X4 II 3X5(R) III 1 6-3-11 -3 J 1 '.2 6-7-3 'I 6-8-15 Over 2 Supports R=300 W=5.5" R=300 U=60 RL=109/-28 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01 .01 .9G"�r•�"RS,,,.,TY:1 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components ofOre on (5031{)357-2118 **WARNING!** READ AND FOLLOW ALL NOTES ON THIS DRAWING! �*� TC LL 25.0 PSF REF R7175- 29634 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses Ire extreme re In fabricating, handling, shipping, p s the latest edition of BCSI(Building Componesafety formio , bysTPI land WTCA)rfor nsafety practices prior 9 14659�A> "7/ TG DL 10.0 PSF DATE 06/16/15 to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, w, �✓ top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling. Locations shown far permanent lateral restraint of webs shall have bracing Installed par Bcsl g 4. ' 4' 4 ..,,,i BC DL 7.0 PSF DRW CAUSR7175 15167202 11 diens B3, B7 or BID, as applicable. Apply plates to each face of trussand position as shown above and on .,, ..,,s04mMe A ILLE1 N 1 T. the Joint Details, unless noted otherwise. Refer to drawings 160A-Z fortandard plate position. BC LL 0.0 PSF CA-ENG TSB/CWC IIIJ ILLE1 Alpine, a division of ITV Building Components Group Inc. shall t be responsible far any deviation From this .B drawing. any failure to build the truss In conformance with ANSI/TPI 1. or for handling, shipping, a wee' TOT.LD.LD. 42.0 PSF a AN ITW COMPANY Installation&bracing of trusses. , '4'' 7 Asi !�, SEQN- 321720 A anal en this drawing or cover page listing thin drawing, indicates acceptance of profession.] engineering eT/S le responsibilityeolel for the design slow,. T e suitability and use or this drawing far any structure is the } Y {d�sy/ 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 7 See.z. /"'f1 Ra('�Q�.. DUR.FAC. 1 ,15 FROM BB Sacramento,CA 95828 For more Information see this,lob's general notes page and these web sites: SPACING 24.0" J REF- 1 VHE7 1 7 5Z1 1 ALPINE: www.alpineitw.com; TPI:www.tpinst.org;WTCA:www.sbcindustry.com; ICC:www.locsafe.org EXP.12-31-15 (0615125--JT ROTH CONSTRUCTION —Medallion Mdws lot 9 -- VERIFY VERIFY, OR — A15) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 22.29 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L 2400f-2.OE anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Right end vertical not exposed to wind pressure. 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 2.00. 1 .5X410 i 9 13X541 I• 7-5-9 1.5X4111 0-10-14 1 �� ��'' 4.18-1-4 3X5(R) III 3X5 -- 1"12 X5=1"12 3„$ YaG 4-2-12 _I_ 4-1-0 �I 1 '2 8-7-3 ''1 L' 8-8-15 Over 2 Supports >I R=389 W=5.5” R=389 U=80 RL=146/-36 Design Crit: IRC2012/TPI-2007(STD) Scale =.375"/Ft. PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01 .. .! 2• QTY:1 OR/-/1/-/-/R/- 15 TrussComponents ofOregon (503)357-2118TWANNINGI••READ AND FonarALL ONRAGNTHIS SINaurlNGt !tea ,+5F TC LL 25.0 PSF 825 N 4th Ave,Comellus OR 97113 "IMPORTANT.* FURNISH THIS DRAWING TO ALL COMPACTORS INCLUDING THE INSTALLERS. �" REF R7175- 29635 russes require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow Cthelatest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior c4, 14859 1, , TC DL 10.0 PSF DATE 06/16/15 o performing these functions. Installers shall provide temporary bracing per SCSI. Unlessnotedotherwise, fu. p ehortl shall have properly attached structural sheathing end bottom chord shall have a properly attached 1 tw rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSI / "' BC DL 7.0 PSF DRW CAUSR7175 15167214 A�1 sections B3,Details, or unless as noted other Apply Plates to each face of truss and position as shown above and on G L J Q 1 the Joint 3, 137 o unless noted otherwise. Refer es to each acegor for *" drawings standard plate positions. BC LL , drawing, a division of ITV/Building Components Group Inc.shall not be responsible for any deviation from thisPSF CA-ENG build0 0 CA E TSB/CWC ng, any failure to or the Cruse In conformance with ANSI/TPI 1, or far handling, shipping, + AN ITW COMPANY Instal nation A bracing nr vas=es. q. r A seal on this drawing or fever pare lifting this drawing, Indlaetes esoaptence of professional engineering '74 'FC 7a 198g � TOT.LD. 42.0 PSF SEAN- 321725 s responsibility solely for the design shales. The Nltabllsy and use of this drawing for any structure Is the { 4 8351 Rova13 Circle reeponsIblllty of the Building Designer per AIBII/TP1 'I See.2. sr/4N w.CIT DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: �r rf 4 f w ALPINE:www.alpineltw.com;TPI: www.tpinst.org;WTCA: www.obclnduatry.com; ICC:www.iccsefe.org EXP.12-31-15 SPACING 24.0" JREF- 1 VHE7 1 75Z 1 1 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - J) Top chord 2x4 DF-L #1&Bet.(g) :T2 2x4 DF-L #2(g): 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Right end vertical not exposed to wind pressure. 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 2.00. 4X5----- 719 X5= Ai I9 r /1 1 .5X4 III 5-3-2 9 I� 4-2-3 0-4-10 i� 10-0-0 / 1111 3)(5:7_ X5= 2X4(A1) =- 1.<-1-6-0->J 6-6-0 _I. 1-5-4 J L 6-6-0 J_1-5-4,j 7-11-4 Over 2 Supports R=494 W=5.5" R=333 U=2 RL=82/-63 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%g(0%g)/4(0) 15.01.01 .0 4 .M. QTY:4 QTY:4 OR/-/1/-/-/R/- Scale =.4375"/Ft. Truss Components of Oregon 1503)357-2118 "WARNINGIwm READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Cornelius 01297113 "IMPORTANT.. FURNISH THIS DRAWING TO ALL ODNTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF R71 75- 29636 REF Trusses require extreme Be In Component SfetyI handling,Information, installing and bracing.sa Refer to and follow r TC DL 10.0 PSF DATE 06/16/15 the latest ng then of ncti (Building. Ist Component Seprov Information, by TPI and WTCA) for safety practices prior 43C. 14659 O[ to performing she these functions. Installers shall provide temporary bracing per BCSall Unless pnotedroperly attarwlse. F M O:J top chord shall Locations properly attached pe structural sheathing restraint entl bottom chord shall have a properly ettachSC rigid cti celIIng. Locations shown for permanent lateral o each oP webs shall have bracing installed per SCSI , .sii'i` BC DL 7.0 PSF DRW CAUSR7175 15167215 A L[F4I N h sections Ga, ai or 810, as noted other Apply plates to each Paceoof tors and position as shown above and on 'A1 *'j ' , the Al Joint Details, unless n tad ongeCo po.Components to Inc, shall 1finot Per truss plata any deviation e iati BC LL 0.0 PSF CA-ENG TSB/CWC I Alpine, a y vision of ITN bu Bd th t Components Group Inc, shall n t be responsible for any tlpping,an from this ,:f-..N ' drawing, any failure to bulla the truss In conformance with ANSI/TPI 1, or for handling, shipping, A\ s AN ITW COMPANY installation 1 o^I tills bracing r trusses. pegs listing thin drawing, indicates acceptance of professional engineering t..9 *'0.7, 1g�e' k:� TOT.LD. 42.0 PSF SEAN- 321821 ' e respanelblllty solely for the design shown. The suitability and U.S of this drawing for any structure is the /V,'®���• ��,QQ NUR.FAC. 1 .15 FROM BB 8351 Rovana Cvcle responsibility of the Building Designer per ANSD/TPI 1 See.2. Saceamenlo,CA95828 For more Information see this Job's general nos page and these web sites: SPACING 24.0" JREF- 1VHE7175Z11 ALPINE:www.alpineltw.com:TP1:wwr.tpinst.org:WTCA: www.abcindustry.com: ICC:www.iccnofo.org EXP.12-31-19 i i , THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - J1) Top chord 2x4 DF-L #1&Bet.(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 DF-L #2(g) anywhere in roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC Webs 2x4 DF-L Std/Stud(g) DL=4.2 psf. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 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 Right end vertical not exposed to wind pressure. 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 2.00. 1.5X4 III 1.5X4 ‘1 6-4-1 97 0-4-10 �1 ilJ 010-0-0 3X5(R) III 2X4(A1)= LE1-6-0>•1 4-1-13 3-7-11 1 12 7-11-4 Over 2 Supports R=494 W=5.5" R=333 U=25 RL=116/-58 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(O%)/4(0) 15.01.01 .0!- +._ QTY:11 OR/-/1/-/-/R/- Scale =.375"/Ft. Truss Components of Oregon ((503))357-2118 •aWARNINGlwa REMAND FOLLOW ALL NOTES ON THIS DRAWING! GN 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. y� TC LL 25.0 PSF REF R7175- 29637 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow 4% '' TC DL 10.0 PSF DATE 06/16/15 the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA)for safety practices prior 46 c^ o performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, rtr. 0:10 top chord shell have properly attached structural sheathing and bottom chord shall have a properly attached ^b+ rigid calling. Locations shown for permanent lateral restraint of webs shell have bracing Installed per BCSI .a '" . ,. BC DL 7.0 PSF DRW CAUSR7175 15167216 TA sections B3, B7 or B10, as applicable. Apply plates to each face of trussand position as shown above and o .w,N„� A ILr E1 N I the Joint Details, unless noted otherwise. Refer to drawings 180A-Z for standard plate positions. ' n BC LL 0.0 PSF CA-ENG TSB/CWC I Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this s. ,sr drawing, anyfailure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation A bracing of trusses. •F �% .zr TOT.LD. 42.0 PSF SEQN- 321819 A seal on this drawing or aowr page listing this drawing, Indlsetes sewptenee of professional engineering .41), C,7,1g {�QkIP ` r responsibility solely for the design ahem. The suitability and use or this drawing for any structure is the &I. ` DUR.FAC. 1 .15 FROM BB 8351 Rove,a Circle responsibility of she Building Designer per ANSI/TPI 1 Sec.2. 14�e W.CIO Sacramento,CA 95828 For more Information see this Jobs general notes page and these web sites: rW Wg SPACING 24.0" J REF- 1 VHE7 1 7 5Z 1 1 ALPINE: www.elpineitw.com;TPI;waw.tpinst.org;WTCA: www.ebolndustry.com; ICC;www.l ccsafe.org ,('- _.l C e EXP Ad THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - FG2) Top chord 2x4 DF-L #2(g) This ,'Hip frame" may be used in place of purlins to brace the hip Bot chord 2x4 DF-L #2(g) plane of hip trusses. See detail drawing HIPFRAME1014 or HIPFR1801014 Webs 2x4 DF-L Std/Stud(g) :W1 2x4 DF-L #2(g): for additional information. Connectors in green lumber (g) designed using NDS/TPI reduction factors. 1 .5X4 III i 15 P- 1 .5X4 111 1 .5X4 III 8-0-3 8-0-3 1 0-0-4 2X4(D8R)% 1 .5X4 III 1 .5X4 III 1.5X4 III 6-4-12 `{ Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01.0 + QTY:2 OR/-/1/-/-/R/- Scale =.34"/Ft. Truss Components ofOre on ((503))357-2118 ..WABNINGI.. READ AND FOLLOW ALL NOTES ON THIS DRAWING, R' • 825 N4th Ave,Cornelg(ps OR 97113 ...IMPORTANT.* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 'l TC LL 25.0 PSF REF R7175- 29638 Trusses require extrema oar. in fabricating, handling, shipping, Installing and bracing, Refer to and follow �,� kW, TC DL 10.0 PSF DATE 06/16/15 the latest edition of BCS, (Building Component Safety Information, by TPI and WTCA) for safety practices prior 14659 to performing a chase functions. tInstallers str shell provide temporary bracing per BCSall Unless noted erly otherwise, Yfl��r,w top chord shell have properly attached structural sheathing and bottom chord shall tOVU a properly otherM1is rigid calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS, }i �a' BC DL 7.0 PSF DRW CAUSR7175 15167223 I�uO 2.440 i sections 63, BT or Bib, as applicable. Apply plates to each face of tau and position as shown above and on ':7,::::-.°:::="77.":717797":::—::'::to drawings 16GA_Z forestanderd plata pgalt:ons. BC LL 0.0 PSF CA-ENG TSB/CWC L moup Inc. shell not be responsible for any tlevl etlon from this •:1:.-.y. drawing, anyfailure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, • AN ITWCOMPANY installation A bracing of trusses. w�. s% r TOT,LD. 42.0 PSF SEQN- 321855 • A.esi on thin drawing or ewer page listing thin drawing indicates acceptance of professional engineering C.7 '19 �9``d / . responsibility solely her the design shown. The suitabilidty end Una of thin drawing for any strutter.Is the h.. 1'.C�A�` DUR.FAC. 1 .15 FROM BB 8351 Rovana Cycle responsibility of the Building Designer per ANSI/Tel I See.2. Sacranlento,CA95828 For more Information see this Job's general notes page and these web sites: ALPINE: www.elpineltw.com; TPI:www.tpinst.crg; WTCA:wmw.sbcindustry.com; ICC: w.iccsafe.org Fxp 12—3� s SPACING 24.0" J REF- 1 VHE7 1 75Z 1 1 ww THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. (0615125--JT ROTH CONSTRUCTION -Medallion Mdws lot 9 -- VERIFY VERIFY, OR - FG1) Top chord 2x4 DF-L #1&Bet.(g) This "Hip frame" may be used in place of purlins to brace the hip Bot chord 2x4 DF-L #2(g) plane of hip trusses. See detail drawing HIPFRAME1014 or HIPFR1801014 Webs 2x4 DF-L Std/Stud(g) :W1 2x4 DF-L #1&Bet.(g): for additional information. :M4 2x4 DF-L #2(g): Connectors in green lumber (g) designed using NDS/TPI reduction factors. 2X4 III T 15 , I 12-0-10 12-0-10 1 11111 0-0-4 _,' F} D B B _ 2X4(D8R) 2X4111 9-7-8 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. Wave FT/RT=2%(0%)/4(0) 15.01.01..' ' DMA() ITY:2 OR/-/1/-/-/R/- Scale =.22511/Ft. ••WARNINNI•H•READ RAW FOLLOW ALL ONTRA ON THIS DRAWININCLUDING REF R7 1 75- 29639 _ Truss Components of Oregon (503)357--118 CONTRACTORS IxcLwING THE INSTALLERS. m��e!. TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 **IMPORTANT**• FURNISH Sl THIS DRAWING TO ALL ' Trusses require extreme rare in fabricating, handling, shipping, Installing and bracing. Refer to and follow V o the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions Installers shall provide temporary bracing per BCSI. Unless noted otherwise, �..; 14659PSF DATE06/16/15 1 TC 100 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ��*G BC DL 7.0 PSF rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI DRW CAUSR7175 15167224 Ta sections B3, 67 or BIG, as applicable. Apply plates to each face of truss and position as shown above and o /.� II )I]^ I 1 the Joint Details, unless noted otherwise. Refer to drawings IBCA-Z for standard plate positions, " BC LL 0.0 PSF CA-ENG TSB/CWC /L_.:J ILI, I \VI I Alpine, a division of ITV/Building Components Group Inc. shall not be responsible for any deviation from this W(; �, drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY installation U bracing of trusses. 9 ',Co.7 1110 .e.0 TOT.LD . 42.0 PSF SEQN- 321852 Role!on this droving or cover pogo listing Ohio drawing, Indlaotos aoaeptanaw of professional •nglnoeringq responslbllley solely for the deafen shown. The'suitability and use of this drawing for any'structure Is the 833(Rovtula Circle responsibility of the Building Designer per ANSI/TPI 1 seas. 114401 W.eV.' DUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more Information see this Job's general notes page and these gab sites: SPACING 24.0" JRE F- 1VHE7175Z11 ALPINE: www,aipineltw.com: TPI:www.tpinst.org;1VTCA: www,abcindustry.cam: ICC:www.lccsafe.org EXP.12-31-15 HE7 1 7 1-155211 R Reis - orci � g � eHoe /- SL/ los 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. ,� ,, 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. mr .,t Alternative reinforcement specified in chart below may be conservative. -. For minimum alternative reinforcement, re-run design with appropriate momX " reinforcement type. T-Reinf. L-Reinf, Web Member Specified CLR Alternative Reinforecement Scala Reinforcement Size Restraint T- or L- Reinf, Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scabs) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. - 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()1() 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 I face of web, IN D PR® ...WARNING.,READ AND FOLLOW ALL NOTES ON THIS DRAWING! C,`l., ' TC LL PSP REF CLR Subst. •wIMP%RTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling, shipping, Installing and bracing. Refer to and 14659 •� follow the latest edition of BCSI (Building Component Safety Information,by TPI and SBCA) for safety ';e, TC DL PSP DATE 10/01/14 ^� practices prior to performing these functions. Installers shall provide temporary bracing per BEST. 'N\ Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord 0044001171.„ BC DL PSF DRWG BRCLBSUB1014 /'- �l w. shalt have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs 'w.. �I�I 1� I'7 i shall have bracing Installed per BCSI-sections B3, B7 or BIO, as applicable. Apply plates to each face T��+ -- -----____- -- — /'J 1 1) Ifs\ II I , of truss and position as shown above and on the Joint Details,unless noted otherwise BC LL PSF L �J _u \\FIJI I Refer to drawings 160A-Z for standard plate positions. •= = AI I e,o division of ITW Bulltlin Com '.m,/ pn g ponents %roup Inc. shall not be responsible for any tlevin tion from "`4• g TGT, LD, PSF w AN ITW COMPANY phis drawl �y ng,any Failure to build the truss In conformance with ANSI/TPI 1,or For hantlting, shipping, ,p T�A t.,g installation & bracing of trusse p w Q • A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional �`®q�`.,.GO engineering responsibility solely for the design shown The suitability and use of this drawing n U DUR. FAC. 13389 Lakefront Drive For any structure Is the responsibility of the Building Designer per ANSI/TPI I Sec.2. Earth City,MO 63045 For more Information see this Job's general notes page and these web sites, EXP.12-31-15 ALPINE, www.alpineitw.coml TPI, www.tpinst.orgl SHEA, wwwsbcindustry.orm ICC, www.Iccsafe.org SPACING J Gable Stud Reinforcement Detail ASCE 7-1D 120 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or: 100 Mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Dr: 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 "L° Brace A (1) 2x4 'L" Brace x (2) 2x4 'V Brace xx (1) 2x6 'L° Brace x <2) 2x6 'L' Brace xx 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 Al S #1 / #2 Spruce-Pine-Fir Hem-Fir 4' 7' 7' 10" 8' 1' 9' 3" 9' 7" 11' 0' 11' 5' 14' 0" 14' 0" 14' 0' 14' 0' SPF #1 / #2 Standard #2 Stud .J #3 4' 4' 7' 2' 7' 8' 9' 1" 9' S" 10' 10' 11' 4" 14' 0' 14' 0" 14' 0" 14' 0' #3 Stud #3 Standard O r Stud 4' 4' 7' 2' 7' 7' 9' 1" 9' S" 10' 10' 11' 4" 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" 14' 0' Douglas Fir-Larch Southern Pine■.x CD #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 5 #2 4' 7' 7' 10" 8' 1' 9' 3" 9' 7" 11' 0' 11' 5" 14' 0" 14' 0" 14' 0' 14' 0' Stud Stud #3 4' 6' 6' 6" 6' 11" 8' 7" 9' 2" 10' 11" 11' 4' 13' 6' 14' 0" 14' 0' 14' 0" Standard Standard (U DPL 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' Il" 12' 10' 14' 0" 14' 0" Group BI 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" Hem-Fir _ 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 U H F Stud 5' 0" 8' 9" 9' 2° 10' 5' 10' 10' 12' 5" 12' 11" 14' 0' 14' 0' 14' 0" 14' 0' #1 O 0 I� Standard 5' 0' 7' 6" 8' 0" 10' 1" 10' 9" 12' 5" 12' 11" 14' 0" 14' 0" 14' 0" 14' 0" Douglas Flr-Larch Southern Pinexxx \ #1 5' 6° 9' 1' 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 #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). OJ .-� DFL Stud 5' 0' 7' 11' 8' S° 10' 6° 10' 11" 12' 6' 13' 0" 14' 0" 14' 0' 14' 0" 14' 0" xxtFor lx4 So. Pine use only Industrial 55 or Standard 5' 0' 7' 0" 7' 5' 9' 4" 10' 0' 12' 5" 12' 11" 14' 0" 14' 0" 14' 0" 14' 0' Industrial 45 Stress-Rated Boards. Group B SPF #1 / #2 5' 9' 9' 10' 10' 2' 11' 7" 12' 1" 12' 7" 14' 0' 14' 0' 14' 0" 14' 0" 14' 0" values may be used with these grades. C� SPI #3 5' 6' 9' 8" 10' 1' 11' 6" 11' 11" 13' 8" 14' 0" 14' 0" 14' 0" 14' 0° 14' 0" Gable Truss Detail Notes L_J U L�P 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. OI 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 TC 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' 0' overhang, or 12' plywood overhang. a-Ia-t 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 {^ ------- - — --- Attach 'L' braces with lOd (0.128"x3,0' min) nails. ``/ ' , Aboutl i Gable Truss II II I 0 ;IE For (1) "L' brace: space nails at 2' o.c. �0� in 18' end zones and 4' o.c, between zones. Diagonal brace option. ice' X)1(For (2) "L" braces. space nails at 3' o,c. E■ n 18' end zones and 6' o.c. between zones. vertical length may be ■ doubled when diagonal `e bracing must be n minimum of 80% of web brace is used. Connect 111111411401i11111111116116.. © memberlength,diagonal brace for 385# 'L'at e¢ch end. M¢x webBrace Gable VerticalPlateSizestotal length is 14'. VerticalLengthNo Splice 2x4 DF-L #2 orLestan4' 0' 1X4 or 2X3 better diagonal Greater than 4' ' but 2X4Vertical length shownbrace; single _ lesthan11' 6'In table above. or double cutGreaterthan 16' 3X45' 0 + Referto common trussdesignfor' upper end. • • •I�■�■�■�■��■■�■�■��0 ■ ■ ■ r1 peak, splice, and heel pl¢tes. 11 ontinuous Hearing Refer to the Building Designer For conditions Connect diagonal ¢t not addressed by this detail. midpoint of vertical web. Refer to chart above for max gab([��prryical length, ..YARNING!... READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ��eycj PR 04, REE ASCE7-10-GAB12030 ...IMPORTANT.■FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. IC l C Trusses require extreme care in fabricating,handling,shipping,installing and bracing. Refer to and !� „' follow the latest edition of BCSI (Building Component Safety Information,by TPI and 5BCA) For safety �C7 /L� 4. y DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. �` 14659 `Q Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord 4Z',.' r- DRWG A12030ENC101014 .w shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs //�� FI III'''��� (I , 1 shall have Aracing installed per BCSI sections 83,B7 or BID,as applicable Apply plates to each face ,. ! " / I I�'-I Imo,, I 11 of truss and position as shown above and on the Joint Details,unless noted otherwise. ;,, I`--IU, ILJI \VVI l Refer to drawings 160A-Z For standard plate positions. AN TW COMPANY Alpine,a division of ITW Building Components Group Inc shall not be responsible For any deviation from ,■ , •, ,I this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, V MAX, TOT, LD. 60 PSF ♦ installation& bracing of trusses wE. �O, . i A seal on this drawing or cover page listing this drawing,indicates acceptance of professional 9 C 7,V9 4y'f/ • engineering responsibility solely for the design horn. The suitability and u of this drawing ® 9. w 13388 Lakefront Drive For any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.t. tri 4 y�.°Nr Earth City,MO 83045 For whore informations a this job's general notes page and these web sites. n1 W �, ALPINE. w w,alpineltw.comi TPI a www.tpinst.orgi MA: www.sbcindustry.orgl ICC. www.lccsafe.arg MAX. SPACING 24.0" EXP.12-31-15 GaOAe ietaR For Let-in Verticals Gable Truss Plate Sizes Sym. �` © Refer to appropriate Alpine gable detail for About minimum plate sizes for vertical studs. +°Refer to Engineered truss design for peak, splice, web, and heel plates. r. l'Irf'l '14111111 O ®lf gable vertical plates overlap, use a single plate that covers the total area of the overtopped plates to span the web. Goble ` 410 ® v'-'7,v'' e tical Example. 2X4 / p Length : \\O II, ID iii, A ihir 11111111 . typ. 12X4 12X8 "T" Reinforcement Attachment Detail 'T' Relnf arcing 'T' Reinforcing li Member Member Toe-nail , - ❑r - End-nail la © © To convert from °L° to "T" reinforcing members, multiply 'T' increase by length (based on Provide connections for uplift specified on the engineered truss design, 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 Halls' specie, and grade of the 'L" reinforcing member, 10d Common (0.148"x3",min) Toenails at 4' c.c. plus Web Length Increase w/ "T" Brace 0 4 Nails �+ � (4) toenails in the top and bottom chords. I "T" Reinf. This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load. 2x4 30 Member ASCE 7-05 Gable Detail Drawings Example: 2x6 20 % A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Gable Nails Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24"o,c. SP #3 4' o.c. A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T" Reinforcing Member Size = 2x4 AIBOI5ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, 'T" Brace Increase (From Above) = 30% = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7" A18030ENC101014, A2003DENC101014, A20030END101014, A20030PED101014 Maximum 'T° Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2° See appropriate Alpine gable detail for maximum unreinforced gable vertical length. " 4 Nails p.� ►=� Ceiling @D PROFF wwWURNISHI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! REE LET-IN VERT wwINPORTANT.w FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. <2.00441°111 ,RNg.• Trusses require extreme care in fabricating,handling, shipping, installing and bracing Refer to and 4. 14659 '� follow the latest edition of SCSI :Building Component Safety Informatign, by TPI and SBCA) for safety QC . p. DATE 10/01/14 �NN,:', practices prior to performing these functions Installers shall provide temporary bracing per BCS]._ --- --— _- Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chordR,., DRWG GBLLETIN1014 n, shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs FFFIII I'� I'I shall hove bracing Installed per SCSI sections B3,07 or BID,as applicable. Apply plates to each face /a �ii t)-I1�\ II l i f truss and position as shown alcove and on the Joint Details,uniess noted otherwIse w. it, ICJ, II \\\I.il I Refer to drawings 160A-Z for standard plate positions ,® 4 L Ll l Alpine,a division of ITW Building Components Group Inc. shall not be responsible for any deviation from `"K�.• gs•J • AN ITW COMPANY this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, .4/py •7 Qf MAX. TOT, LD, 60 PSF X installation 6 bracing of trusse y�` h s A seal on this drawing or cover page listing this drawing,indicates acceptance of professional I/01�W.CIV' engineering responsibility solely for the design shown. The suitability and use of this drawing �'W i9 DUR, FAC, ANY for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sect. Earth it,,MO Drive05 For more Information see this Job's general notes page and these web sites! EXP,12-31.-15 Earth City,M063045 ALPINE! www.alpineitw.coml TPI!www.tpinst,orgl SBCA wwwsbcindustry,orgl ICC! www,iccsofe.org MAX, SPACING 24,0" l , 1 ASCE 7-10: 120 mDh, 30' Mean Height, Closeo, Exoosure C Common Residential Goole End Wino Bracing Requirements - Sti-FFeners 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. X Optional 2x L-reinforcement attached Nails: 10d box or gun (0,128"x3",min) nails, to stiffback with 10d box or gun (0,128" x 3", min,) nails @ 6" o,c, 1 11 K ' Iolloo.0001 . 111 2X4 Blocking nailed to lift 45° sheathing and 24" 1-1,,, each truss (Typ) II H iiir -ist , 2X4 DF-L #2mi H/2 or :nc:nd 60#, 1 I I I ■ ■ tii ■ ■�■■ ■ �o ■�■11 Himi� ■ ■ ontinuous Bearing — 2x6 #2 Stiffback • attached to each Stud w/ (4) 10d box or gun (0,123" X 3", min.) nails, .S��,D � PRO ...WARNING*. READ AND FOLLOW ALL NOTES ON THIS DRAWING! ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. .. REF- GE WHALER 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 MA) for safety w 14659 'r DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSICt r10 _ __ Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord DRWG GABRST101014 %— —' ,,, shall have a property attached rigid ceiling. Locations shown for permanent lateral restraint of webs .�v • ,. H______I I 0-[fes r shall have bracing installed per SCSI sections 83, B7 or BID,as applicable Apply plates to each face /GIIl(t�Jrl J I I\\\\\II.11I f truss and position o shown above and on the Joint Details,unless noted otherwise. LLLLJJJ Refer to drawings 160A-Z for standard plate positions, w,.,#.,IN AN ITW COMPANY Alpine,a division of ITW Building Components Group Inc shall not be responsible for any deviation from �'"', • tV y this drawing,any failure to build the truss in conformance with ANSI/TPI I, or for handling, shipping, 9 'SC 7, 19(9 Y� t installation a drawing of tr see > QQ MAX. TOT. LD. 60 PSF 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 T'/4NW.G••Q: 13389 Lakefront Drivefor any structure Is the responsibility of the Building Designer per ANSI/TPI I Sect. Earth City,MO 63045 For more information see this Job's general notes page and -these web sites: EXP.12-31-15 ALPINES wrw.nlpineitw.comI TPI. s www.tpinst.orgl SBCA: wwwbcindustry,org,ICC: wwwAccsafe.ar9 f s MAX. SPACING 1 Gable Stud Reinforcement Detail ASCE 7-10: 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or: 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 "L' Brace w (1) 2x4 'L" Brace * (2) 2x4 °L" Brace ww (1) 2x6 "L" Brace a (2) 2x6 'L" Brace No* BracingGroup p Gable Vertical No Species and Grades 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 A: S #1 /#3#2 4' 10' 8' 2' 8' 6` 9' 8' 10' 11' 6" 12' 0° 14' 0" 14' 0' 14' 0' 14' 0° Spruce-Pine-Fir Nem-Fir #1 / 42 Standard #2 Stud 4' 7' 7' 9" 8' 3° 9' 7' 9' 11' 1]' S" 11' 10" 14' 0" 14' 0' 14' 0" 14' 0" c U H #3 Stud #3 Standard Stud 4' 7" 7' 8" 8' 2" 9' 7' 9' 11' 11' S" 11' 10° 14' 0' 14' 0" 14' 0" 14' 0' Q Standard 4' 7° 6' 7" 7' 0° 8' 10' 9' 5" 11' 5" 11' 10" 13' 10" 14' 0" 14' 0' 14' 0" Douglas Fir-Larch Southern Pine*** 0) #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 — a S P #2 4' 10' 8' 2' 8' 6' 9' 8" 10' 1" 11' 6" 12' 0" 14' 0" 14' 0' 14' 0' 14' 0' Stud dd Standard Standard #3 4' 8" 7' 0' 7' 5" 9' 3' 9' 11' 11' 5" 11' 11' 14' 0" 14' 0" 14' 0' 14' 0' --/-.( 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 n #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 IF #3 5' 3' 9' 3" 9' 9' 10' 11' 11' 4" 13' 0" 13' 7' 14' 0" 14' 0" 14' 0" 14' 0' #I & Btr c_ U HF Stud 5' 3" 9' 3" 9' 7` 10' 11' 11' 4' 13' 0" 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' #1 QJ 0- I 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 Pinewww #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 > 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' cu D P L Stud 5' 5" 8' 6" 9' 1" 11' 0" 11' 5" 13' 1" 13' 8" 14' 0' 14' 0' 14' 0' 14' 0' 1x4 Braces shall be SRH (Stress Rated Board).CSMFor 1x4 So. Pine use only Industrial 55 or nStandard 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 d - SPSPF #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. I #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: LD 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. Q 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 plf 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). d 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. �—I DFL 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' Symm IG^ -------- --- — I'II ' Il,II About) Attach "L" braces with IOU (0.128"x3.0' min) nails. I Gable Truss II 1 © 4( no 18(l end"zones and4' o.ne ails at 2' zones. Diagonal brace option: �'•f 9 . YE In (2) 'L` braces: space nails at 3' o.c. vertical length may be © In 18' end zones and 6' o.c. between zones. doubled when diagonal 'L' bracingmust be a minimum of 80% of web brace is used. Connect •� 0 member length. diagonal brace for 335# "L" at each end. Max web Brace 1401.41114.1 Gable Vertical Plate Sizes total length Is 14'. 1 Vertical LengthNo Splice 2x4 DF-L #2 or Less than 4' 0' 1X4 or 2X3 better diagonal4. Greater than 4' 0", but jib, 2X4 Vertical length shownbrnce) single less than Il' 6'in table above. 45 or double cutw © tGrenterthanll' 6' 3X'� Coshown) ntRefer to common truss design for upper end. • • • ■ ■ 111111111.111611111h,in��■�•��m a Cal�• ■ ■ ■ r1 peak, splice, and heel plates. ontinuous Bearing Refer to the Building Designer for conditions Connect diagonal at not addressed by this detail. midpoint of verticai web. Refer to chart above for max gable rtical length. SSWRNINGHIS READ AND FOLLOW ALL NOTES ON THIS DI 0,33 PROFF REF ASCE7-10-GAB12015 wwIMPORTANTSw FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDINGING THE INSTALLERS. Trusses require extreme core In Fabricating,handling,shipping,Installing and bracing. Refer to and folio, the latest edition of BCSI (Building Component Safety Information,by TPI and MA) For safety . .,'N., practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. b DATE 10/01/14 Gi \ Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord iy�, 14859 -10 ------ =hail have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs T's DRWG A12015ENC101014 V.S. �I i )l=Ni-- usse nda ping installed per BCSI and on -th, of Deas applicable. Apply piates to each Face '- IILLJJ,I J u\\vl of truss and position as shown above and on the Joint Details,unless noted otherwise. A v - Refer to drawings 160A-Z For standard plate positions. AN TW COMPANY Alpine,o division of ITW Building Components Group Inc. shall not be responsible for any deviation from F this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling,shipping. 06 '' ".I installation B bracing of tri==es , v MAX. TOT. LD, 60 PSF 4 A seal on this drawing or cover page Listing this drawing,indicates acceptance of professional /2::7; 'gR�9 ty engineering responsibility solely for the design shown. The suitability and use of this drawingfor ®_ef 133BB Lakeffont Drive any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2, T,2■�W°�t1�84: Earth City,MO 63045 For more information a this job's general notes page and these web sites: Nn 51 ALPINE: www.alpineitw.coml TPLewww.tpinst.org; SBCA:www.sbcindustry.org;ICC:www.iccsafe.org MAX, SPACING 24.0" a EXP,12-d1-15 I X — i3 Frame Details Hip Frame W4X4, Min, B --I II INFAIMIIIMMIE Si 24" _ Common i_-1W .1 Trusses 2T y4 II '��NI _WL5X3 I � , N YP . Bc eolteMMINIMER Anil int1 Stepped Hip IIIiI::: ::ac ■ '+_.____'E System Trussx4rds . , 1.111�11011111 ��is i i; il. i i ii`��!I :Iiiga�� l111111,11.414.41L-1-1LPitcheoleand#1 Hik • P Sheathed ,_,■ � Chord Area ■ : ��� Hip x B Bottom Chord W3X4, Mni . o- Attach hip frame to flat chords of' stepped hips at all overlapping points with 2-10d (0,148"x3") W3X4, Min, x Hip Frame, 'R' common nails, Bottom chord of hip frame to be attached to #1 hip with 10d common (0,148"x3") -,nails @ 6" o,c, maximum spacing, Hip frame stops at plumb cut ofT� 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, y 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, E Setback MN. .4 Stepped Hip System Trusses Use this detail for: 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, Structural panels must be properly attached directly Residential, Wind TC DL=4.2 psf, Kzt=1.00 To hip frame purlins, P:s ••WURNISHI••READ AND OW ALL NOTES ON THIS DRAWING!INGTHE + REF HIP FRAME ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling, shipping,installing and bracing. Refer to and c..4. F follow the latest edition of Bcsl <Building Component Safety Information, by TPI and MA) for safety 41 14659 7 'per.. 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 DRWG HIPFRAME1014 .l' _ .. shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs w' •, �I shall have bracing Installed per SCSI sections B3, H7 or 810,a Apply p //I I I I) I T ss applicable.noted A 1 Imes to each face `^^ _ 7,,, i'I—I4 ILI, of truss and position a shown ahove and on the Joint Details,unless otherwise. Refer to drawings 160A-Z Far standard plate positions ■.,. .�N AN ITW COMPANY Alpine, a division of ITV, Building Components Group Inc. shall not be responsible for any deviation From w V this drawing,any failure to build the truss in conformance with ANSI/TPI I,or for handling, shipping,il /pJ w4c(; T' 't��:9 �(� S installation &bracing of trusse 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 �,��W.G��� S v 13369 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. Earth City,MO 63045 For more Information see this Job's general notes page and these web sites: „ 1 ALPINE: www.alpineitw.coml TPG www.tpinst,orgl SBCA. wwwsbcindustry,orgl ICG www,iccsafe.org EXP.12-31-15