The URL can be used to link to this page

Plans (55) 4 I 4 Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1 VMG7175Z0214134008 Truss Fabricator: Truss Components of Oregon Job Identification: 1215103--JT ROTH CONSTRUCTION -Medallion Mdws Lot 2 Plan -- VERIFY VERIFY, OR Model Code: IRC Truss Criteria: I RC2012/TPI-2007(STD) DEQ PROpF Engineering Software: Alpine proprietary truss analysis software. Version 15.01. .s4 1 S' O Truss Design Loads: Roof - 42 PSF # 1.15 Duration y Floor - N/A . 19575 P 7� Rind - 120 MPH (ASCE 7-10-Closed) dist Notes: 1214/2015 OREGON 1. Determination as to the suitability of these truss conponents for the 1 "en 20,10- Qom' structure is the responsibility of the building designer/engineer of RO`D W.�� record, as defined in ANSI/TPI 1. 2. As shown on attached drawings; the drawing nunber is preceded by: CAUSR7175 Renewal ld W.HeDate 6!301201al7 Garo Details: 12030EC1-GBLLETIN-GABRST10-BRCLBSUB-12015EC1- Submitted by G*H 13:39:37 12-14-2015 Reviewer: Gill $ $ # Ref Description Drawing# Date 1 96133--AGE 15348234 12/14/15 2 96134--A 15348235 12/14/15 3 96135--Al 15348236 12/14/15 4 96136--B 15348237 12/14/15 5 96137--BGE 15348238 12/14/15 6 96138--EGE 15348239 12/14/15 7 96139--E 15348240 12/14/15 8 96140--DGE 15348241 12/14/15 9 96141--D 15348254 12/14/15 10 96142--DG 15348243 12/14/15 11 96143--GGE 15348244 12/14/15 12 96144--G 15348245 12/14/15 13 96145--CGE 15348246 12/14/15 14 96146--JGE 15348247 12/14/15 15 96147--J 15348248 12/14/15 16 96148--J1 15348249 12/14/15 17 96149--FGE 15348250 12/14/15 18 96150--F 15348251 12/14/15 19 96151--HGE 15348252 12/14/15 20 96152--H 15348253 12/14/15 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215103--JT ROTH CONSTRUCTION -Medallion Mdws Lot 2 Plan -- VERIFY VERIFY, OR - AGE) Top chord 2x4 HF #2 :T2, T3 2x4 DF-L #2(g): (**) 2 plate(s) require special positioning. Refer to scaled plate plot details Bot chord 2x4 HF #2 for special positioning requirements. Webs 2x3 HF #2 :M12, M13, M14, M15, M16 2x4 DF-L #2(g): 120 mph wind, 22.94 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP 8, wind TC DL=6.0 psf, 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. Provide lateral wind bracing per ITWBCG wind bracing details or per engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing studs of the same grade. requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied (a) #3 or better scab brace. Same size & 80% length of web member. Attach with per IRC-12 section 301.5. 10d Box or Gun nails (0.128"x3",min.) 0 6" OC. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, Deflection meets L/360 live and L/240 total load. Creep increase factor for dead CAT II & Pf=21.17 psf. load is 2.00. Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5 PSF one face, and 24.0" span opposite face. Top chord may be notched 1.5" deep x 3.5" wide ® 48" oc along top edge, only in the area above let-in studs. DO NOT OVERCUT. No knots 5X7— or other lumber defects allowed within 12" of notches. Do not = notch in marked NNL lengths, or in overhang or heel (end) panels. ill T T3 T2 . ;1414.5.1114411N 8r � % --T 3X7. - 3X7 rt12 a) a)415ithpa 5 10-6-5 (a) %(a) � � % CaY (a) iri ..., i il l 0-4-3 �� 0-4-3 T Pr T 3X5(A1)= 1 .5X4 ) III 3X7= 3X5(A1) 3X7= 1 .5X4(**) III L.E2' .-1 L2, ,J L 20-4-4 Jt.. 20-4-4 J F40-8-8 Over Continuous Support R=129 PLF U=4 PLF W=40-8-8 RL=5/-5 PLF Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) p PROF PLT TYP. ITWBCG Wave FT/RT=2%g(O%)/4(0) 15.01,' , _ FSS,, OR/-/1/-/-/R/- Scale =.1875"/Ft. Truss Components of Oregon ((503)357-2118 .41111 NINGI**READ AND FOLLOW ALL NOTES ON THIS DRAWING! �h G 1NF p REF R7175— 96133 825 N 4th Ave,Cornelius OR 97113 ...IMPORTANT" FURNISH THIS DRAWING TO ALL cgxTWACTORs INCLUDING THE INSTALLERS. /��j� c� 2 TC LL 25.0 PSF Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow W 19575 P the latest edition of BOSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior �r TC DL 10.0 PSF DATE 12/14/15 o performing these functions Installers shall provide temporary bracing per BCSI Unless noted otherwise, cop chord shall have properly attached structural sheathing and bo t m chord shall have a properly attachetl rigid cel I Ing. Locations shown for permanent lateral restre nt of webs shall have bracing installed per acsl #' 'ii BC DL 7.0 PSF DRW CAUSR7175 15348234 A Lki d N a sections 8D Details, or 810, as applicable. Apply plates to weaching face or for and position as shown above and an 1 /14/^oiS JJ the alar Dotal s unless noted otherwise. Refer to drawings 160A-Z fare=standard plate positions. L BC LL 0.0 PSF CA-ENG GWH/GWH Alpine, a division or ITW Building Components Group Inc. shall not be responsible for any deviation from this OREGON J drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY Installation bracing of trusses. 17,?w.8n.20,cgs`° Q, TOT.LD. 42.0 PSF SEQN- 3817 A ssal on this drawing or cover pegs listing thin drawing, Indicates secaptsndr of professional angineerring responsibility Ity solely for the design shown. The suitability els use of this drawing for any structure Is the QC p W.N� DUR.FAC. 1 15 FROM BB 8351 Rovana Circle resp°nsim illy or the tel Designer per ANSI/TPI 1 sed.z. Sacramento,CA 95828 For more information sec this Job's general notes page and these web sites: VOALPINE:www elpineltw.com; TPI: www.tpinst.org; WlCA:www.sbcindustry.com; ICC: www.iccsafe.org Renewal Date 613012017 SPACING 24.0" J REF- 1 VMG7 1 7 5Z02 (1215103--JT ROTH CONSTRUCTION -Medallion Mdws Lot 2 Plan -- VERIFY VERIFY, OR - A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) ;T1 2x4 HF #2: 'op 2x4 DF-L #1F-et,: 120 mph wind, 22.94 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in :T4 chord 2x4 1&HF etBet. :B2 2x4 HF #2: roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. :B3 2x4 DF-L #1&6et.: :64 2x4 DF-L 2400f-2.OE: Wind loads and reactions based on MWFRS with additional C&C member design. Webs 2x4 DF-L #2(g) :W1, W6 2x4 DF-L Std/Stud(g): Connectors ingreen lumber Calculated horizontal deflection is 0.23" due to live load and 0.33" due to dead (g) designed using NDS/TPI reduction factors, load. (a) Continuous lateral restraint equally spaced on member. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2.00. Calculated vertical deflection is 0.44" due to live load and 0.63" due to dead Truss designed for unbalanced snow load based on P 25.00 load at X = 33-5-12. Tru II & gneo puf, g= psf, Ct=1.10, Ce=1.10, JT PLATE LATERAL CHORD No SIZE SHIFT BITE [26] W5X5 3.00 R 1.25 3X5% 5X7= 3X50 T 3X7:. \\A --.....„... 3X70 1 .5X45,..„6:,,,,,,,,.._ 6 T1 10-6-5 • 6 0-4-3 �� IT4 ,- _ 0 4 3 / 3X5= •. B3 SSO612= 64 � 16-0-0 1 4X8= X10= 6X8= • 4X8(63)---a7 3X10(F1) 2-0-0 �" 2-0-0 �II ti 7-110 5_g 1. 6-7-4 g 10614-4 T 6_4_4 6 11 0 14 0 0 7-2-12 y 20-4-4 20-4-4 26-8-8 6-9-4 7-2-12 c 40-8-8 Over 2 Supports > R=1912 U=57 W=5.5" R=1916 U=57 W=5.5" RL=198/-198 Design Crit: IRC2012/TPI-2007(STD) p PF+p PLT TYP. 18 Gauge HS, ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 ,► y@ FFS _ Truss Components of Oregon (503)357-2118 ••IWARNINGI•• READ AND FOLLOW ALL NOTES ON THIS DRAWING! ~ 1/ ) .s9T S L / / /R/ Scale 9 13 825 N 4th Ave,Cornelius 01297113 ••IwoRrANr•• FURNISH THIN DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �/� • TC LL 25.0 PSF REF Trusses require extreme care In fabricating, handling, shipping, Installing and bracing Refer to end Poilow igr ts575 P. R7175- 96 1 34 _ the latest edition of BCS! (Building Component Safety Information. by TPI and WTCA) for safety practices prior r' T1 to Performing those Ppnoperly ce struers cturahelll provide sheath temporary bracing per all e a pr noted attached jr TC DL 10.0 PSF DATE 12/14/15 oigilkh Cop chard shall have properly attached atr to rel sheathing and bottom chord shall have a properly attached / rigid ceiling. Locations shown P r permanent lateral restraint or webs shall have tracing Installed per BC51 %' BC DL .4�I Ol� Ti se tions B3. BT or B10. as applicable. Apply plates to each face of truss and position as shown above and on 7.0 PSF DRW CAUSR7175 15348235 L J t"e Jolnc petells, ass n tl herwiso Re Per tlrawrngs 160A Z for anderd plate paelt,ana. I '14/2015 I A1pin:. a dlvlsien eP ITW Bullding Components group Int. =hal, n espensible far any deviation from thin OREGON BC LL 0.0 PSF CA-ENG GWH/GWH drawing, any Pellura to build the truss in conformance with ANSI/TPI"1,ror for handling, shipping, AN ITW COMPANY metal Iatien 8 bracing eP trusses. J seal on responsibility'is drawing or cover d..�9;„`o`wn'"°The this drawing, sea pt.ne.of pra...aana engineering 11,,'1541,20,1910i �Q` TOT.LD. 42.0 PSF SEAN- 3804 y' y end use of this drawingfor 8351 Roves,Circle responsibility of the Building Designer per ANSI/TPI 1 Soc.2. any structure Is the O�p W r N DUR.FAC. 1.1 5 IghSocmmemo,CA 95828 For more Information s his Jobs general n FROM BB ALPINE: www.aipineltw.com; TPI; www.tpinst.org;ATCA:waw smandusc these wet sites: Renewal Date 613012017 ry.com; ICC: iccsaPe.org SPACING 24.0" JREF- 1VMG7175Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215103--JT ROTH CONSTRUCTION -Medallion Mdws Lot 2 Plan -- VERIFY VERIFY, OR - Al) Top chord 2x4 DF-L #2(g) :T1 2x4 HF #2: 120 mph wind, 22.94 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in •T4 2x4 DF-L #1&Bet.; roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Bot chord 2x4 HF #1&Bet. :62 2x4 HF #2: :63 2x4 DF-L #1&Bet,: :B4 2x4 DF-L 2400f-2,OE: Wind loads and reactions based on MWFRS with additional C&C member design. Webs 2x4 DF-L #2(g) ;W1, W6 2x4 DF-L Std/Stud(g): Connectors ingreen lumber Calculated horizontal deflection is 0.23" due to live load and 0.34" due to dead (g) designed using NDS/TPI reduction factors. load. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied (a) Continuous lateral restraint equally spaced on member. per IRC-12 section 301.5. Calculated vertical deflection is 0.44" due to live load and 0.63" due to dead Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load at X = 33-5-12. load is 2.00. JT PLATE LATERAL CHORD Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, No SIZE SHIFT BITE CAT II & Pf=21,17 psf. [25] W5X5 3.00 R 1,25 5X7= 3X5 3X5 3X5% 3X70 1 .5X4 1111111* 5X5[25] 6 — 10-6-5 i \ 11 ri 1 6 T A T4 0-4-3 '!moi +�... .'i 3 0 4-3 T 4X8(63)= 3X5=T B2 � B3 3 B4 18-0-0 3X7= 3X7= 6X8= SS0612= 3X10(F1) 2-0-0 7-1-12 6-7-4 6-7-4 6-2-8 6-11-0 7-2-12 10-5-6 9-10-14 6-4-4 14-0-0 20-4-4 20-4-4 26-8-8 6-9-4 7-2-12 40-8-8 Over 2 Supports R=1754 U=44 RL=185/-177 R=1922 U=58 W=5.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. 18 Gauge HS, ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .0 'Y's w_ Truss Components of Oregon (503)357-2118 "WARNING1..READ AND FOLLOW ALL NOTES ON THIS DRAWING! �( �StS OR/-/1/-/-/R/- Scale =.1875"/Ft. 825 N 4th Ave,Cornelms O 97113 ••IMPORTANT•• FURNISH THIS CRANING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, s NG I N e X041 2 TC LL 25.0 PSF REF R7175- 96135 Trusses require extreme care In fabricating, handling, shipping. Installing end bracing. Refer C and follow the latest edition of SCSI (Building Component Safety Information, b TPI o o performing these functions. Installers shall y and NTCSI for safety practices other Prior 19675 P '9` TC DL 10.0 PSF DATE 12/14/15 top chord shall have provide ng and treeing per all Unless noted otherwise, properly attached structural sheathing and otC m chord shall have a properly attached L rigid coiling. Locations shown for permanent lateral restraint of webs shell have bracing Installed per SCSI BC DL 7.0 PSF �11__,P1 Ta sections B3, B]or B10, as applicable. Apply plates toeachface of truss stands position as shown above and on �- DRW CAUSR7175 15348236 1 I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z f standard plate positions. 1 1 4/2015 I Alpine, a division of ITN Building Componets Group Inc. shall not be responsible for any deviation from this. n BC LL 0.0 PSF CA-ENG GWH/GWH drawing, any failure to build he truss In conformance with ANSI/TPI 1, or for handling, shipping, ^. OREGON AN ITW COMPANY instal lotion&bracing of trusses. Y, A N.1.n this drawing or sever page 1161 UIs drawing. Indicates acceptance.f professional engineering '�n dp 0 TOT.LD. 42.0 PSF SEAN- 3807 o. P responsibility s drawiy for the dosage shorn, Th.suitability oda tes of this drawing for sio structure Is the 'T 20,10 0 8351 Rovana Circle r.ePomaabnaty of tat.Building Designer per ANSI/TPI , sap.z. O`o W,N DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this Job's general notes page and mese web sites: ALPINE:www.elpineitw.com; TPI: www.tpinst,org; RICA: www,sbcindustry.cem; ICC: www.iccsafe.org SPACING 24.0" J REF- 1 VMG7 1 75202 Renewal Date 6/3012017 (1215103--JT ROTH CONSTRUCTION -Medallion Mdws Lot 2 Plan -- VERIFY VERIFY, OR - B) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 :T2, 13 2x4 DF-L #2(g): 120 mph wind, 22.94 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere In Bot chord 2x4 HF #2 :B1 2x4 HF #1&Bet,: roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Webs 2x4 DF-L #2(g) :W1, W7 2x4 DF-L Std/Stud(g): Connectors ingreen lumber Wind loads and reactions based on MWFRS with additional C&C member design. (g) designed using NDS/TPI reduction factors. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied (a) Continuous lateral restraint equally spaced on member, per IRC-12 section 301.5, Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, load is 2.00. CAT II & Pf=21.17 psf. 5X7= 9 T 3X5 3X5-:,T3 3X5 3X7 1.5X4 0� s r 1 .5X4 10-6-5 (a) (a) —16 ,I 0-4-3 i. _ 0-4-3 T 4X8(63)= B1 3X5= 18-0-0 3X7= 3X7= 4X8= 3X5= - T 4X8(83) 7-1-12 —I_ 6-7-4 _i, 6-7-4 �2'� 10-5-6 I' > 6-7-4 _i_ 6-7-4 _I, 7-1-12 9-10-14 9-10-14 _I_ 10-5-6 ' I1_ 20-4-4 .j, 20-4-4 ,1 f� 40-8-8 Over 2 Supports R=1753 U=44 RL=185/-177 R=1917 U=58 W=5.5" Design Crit: IRC2012/TPI-2007(STD) _ _ PLT TYP. ITWBCG Wave FT/RT=2°/d(0°/d)/4(0) 15.01 . • • d '4aFOR/-/1/-/-/R/- Scale 1875"/Ft. Truss Components of Oregon (503)357-2118 `"WARNINGI"*REAB aim FOLLOW ALL NOTES ON THIS BRAWINGI � _ 825 N 4th Ave,Cornelius OR 97113 ••l1WmRTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INOLODING THE INSTALLERS. OG I N. . /% TC LL 25.0 PSF REF R7175- 96136 Trusses require extreme care In fabricating, handling, shipping, Installing andracing, Refer t and follow 9 9575 P ,. the latest edition of BCSI (Building Component Safety Information, by TPI and WTCAi far safety practices prior /�1� 7 TC DL 10.0 PSF DATE 12/14/15 a to performing these functions, t Installersshallprovide temporary bracing per BCSI. Unless noted otherwise, f top chord shall have properly attached structural sheathing and bottom chord steal have a properly attached rigor culling L°catlans shown f r permanent lateral estralnt a f tr shall have bred ng Installed par BCS, O BC DL 7.0 PSF DRW CAUSR7175 15348237 .4 O�� I T' sections 63, B]or 610, as aopplicable Apply plates to eacM1 faceuof tru rand post tion es shown above and on f If`-lL I the Joint Oeceils, unless n ted otherwise. Refer to drawings i60A Z fors da rd plate paaltlans. 1 /1.4/20 15 Al Pine, a divlslan:f ITS Bulidihg Compocants Group Inc, :hall n t bo responsible far any tlevlatlan from thin BC LL 0.0 PSF CA-ENG GWH/GWH drawing, any failure to build the truss In conformance with ANSI/TPI 1. or far handling, shipping, ^ OREGON AN ITW COMPANY instal lation&bracing of trusses, u, TOT.LD. 42.0 PSF A suds lnItl e'drawing or cater pegs listing this drawing, indicates eeaeptance of professions! engineering I `an.20.109 `- SEQN- 3809 res y solely for the design shown. The suitability end use of this drawingfor anyO v 8351 Rovana Circle responsibility of the Building Designer per ANSI/7P! 1 Soe.2. structure la the 0 •e� DUR.FAC. 1.15 FROM 66 Siclamento,CA 95828 For more Information a this Job's general notes pogo and those web sites: `, ALPINE: www.alpineltw.com: TP1:www.tpinst.org; WTCA:www.sbcindustry.com; ICC: www.iccsafe.org Renewal Date 6/30/2017 SPACING 24.0" J RE F- 1 VMG7 1 7 5 Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215103--JT ROTH CONSTRUCTION -Medal I ion Mdws Lot 2 Plan -- VERIFY VERIFY, OR - BGE) Top chord 2x4 HF #2 :T2, T3 2x4 DF-L #2(g): Bot chord 2x4 HF #2 :81 2x4 HF #1&Bet.: (**) 2 plate(s) require special positioning. Refer to scaled plate plot details Webs 2x3 HF #2 for special positioning requirements. :M12, M13, M14, M15, M16 2x4 DF-L #2(g): 120 mph wind, 22.94 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Connectors ingreen lumberroof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. (g) designed using NDS/TPI reduction factors. Provide lateral wind bracing per ITWBCG wind bracing details or Wind loads and reactions based on MWFRS with additional C&C member design. record. 2X3 studs require reinforcement at 70% of the length tabulatedgfore2X4f studs of the same grade. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied (a) #3 or better scab brace. Same size & 80% length of web member. Attach with per IRC-12 section 301.5. 10d Box or Gun nails (0.126"x3",min.) 0 6" OC. Truss designed for unbalanced snow load based on Pg=25.00 psf, Ct=1.10, Ce=1.10, Deflection meets L/360 live and L/240 total load. Creep increase factor for dead CAT II & Pf=21.17 psf. load is 2.00. Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5 PSF one face, and 24.0" span opposite face. Top chord may be notched 1.5" deep x 3.5" wide 0 48" oc along top edge, only in the area above let-in studs. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in marked NNL lengths, or in overhang or heel (end) panels. 5X7= T2 ; i Y T3 T i o p 6 (— . 0 i r 3X5*- , 0 r Y 1 s r 3X7 i OM1,i 0 QOM1Gl!M1wQ � ° ��M� ia) ia) % %M1:�(ar 10-6-51.11 ...11..lillii.iiiii.lirl.I.111 .* (a) : Of00i • (a (a) rrrr 0-4-3 I i ,i i i ng i I r B1 i I I l I t I1 I I I 0.4 //////////////////////// 1a-o-o 3X5(A1)= 1 .5X4(**) III 3X7= 3X5(A1) 1 .5X4(**) III 3X7 Lc 14-0-0 12-8-8 ›..l< 14-0-0 ><2'. J I' 20-4-4 20-4-4 f 40-8-8 Over 3 Supports J R=115 PLF U=6 PLF W=14-0-0 R=127 PLF U=7 PLF W=14-0-0 RL=15/-14 PLF R=131 PLF W=12-8-8 Note: All Plates Are 1 .5X4 Except As Shown, Design Crit: IRC2012/TPI-2007(STD) �,D PROP . PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .r 511 ssi OR/-/1/-/-/R/- Tmss Components of Oregon 503)357-2118 "IYARNINGr•READ Nen FOLLOW ALL NDrES ON THIS DRAWING! I Scale =.1875"/Ft. 825 N 4th Ave,Cornelius OR 97113 "IMPORTANT'• FURNISH THIS CRAVING To ALL CONTRACTORS INCLUDING THE INSTALLERS. O N F� O� TC LL 25.0 PSF REF R7175- 96137 Tru require extreme care In fabricating, handling, shipping, Installing and bracing. Refer t and follow '19575 P the latest ng tionee of ncti (Building Component Safety rov Ietemporar by TPI and WTCA) for Bess noted otherwise,Mier ' TC DL 1 0.0 PSF / /� e o performing these functions. tInstallers e"M1all provide temporary bracing par BOSI.®"Nnleaa n tad aetherwPaa, �' DATE 1 2/1 4/1 5 awry f top chord shall have properly attached structural sheathing and bottom chord shall a properly attached l rigd calling. Locations shown for permanentlateral r shall have bracing Installed per BCS/ '' BC DL 7.0 PSF ,4 n �Ol� ti sections 93, B7 or 910. as applicable. Apply plates to each iface fof and position as shown above and do DRW CAUSR7175 15348238 IIL—r J 1 l the Joint Details, unless n tea otM1arwlso. R"Per to draw in s t60A- 1 (14�ZO 1 5 g Z forsstandard plata positions. OREGON BC LL 0.0 PSF CA-ENG GWH/GWH I Alpine, a division oP ITW Building Components Group Inc, shall not bo rosponsiblo Por any deviation from this drawing, any failure to build the truss In c with ANSI/TPI 1. or for handling, shipping, �.1r,1 ay+ AN ITW COMPANY instal lotion A bracing of crosses. conformance 1��sA,p0 199. Q' A seal on tills drawing or soar peg.i sting this Priming. Indicates eoc.ptenae of professions'.ngiflaring N� TOT.LD. 42.0 PSF SEQN- 3814 reoponsibility solely for the design shown. Tho suitability end use of this drawing for any structure Is the OLD W 8351 Roma Circle responsibility or the Building Designer per ANSI/TPI 1 Sec.2. DUR.FAC. 1.15 FROM BB Sacramento,CA 95628 For nore Information a this Job's genera l s page and these web sites: Renewal Date 6/30/2017 ... ALPINE:www.alpineltw.com: TPI: www. p t.org, WTCA:www.sbcindustry.com, ICC: www.iccsare.org SPACING 24.0" J RE F- 1 VMG7 1 7 5ZO2 • (1215103--JT ROTH CONSTRUCTION -Medal I ion Mdws Lot 2 Plan -- VERIFY VERIFY, OR - EGE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 forspec ialplate(s) require special positioning. Refer to scaled plate plot details Bot chord 2x4 DF-L #2(g) :B2 2x4 HF #2: Webs 2x3 HF #2 p positioning requirements. 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Connectors in green lumber (g) designed using NDS/TPI reduction factors. roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Provide lateral wind bracing per ITWBCG wind bracing details or per engineer of Wind loads and reactions based on MWFRS with additional C&C member design. record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 studs of the same grade. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing Deflection meets L/360 live and L/240 total load. Creep increase factor for dead requirements. load is 2.00. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Truss designed to support 1-0-0 top chord outlookers and cladding per IRC-12 section 301.5. load not to exceed 5 PSF one face, and 24.0" span opposite face. Truss designed for unbalanced snow load based on P 25.00 Top chord may be notched 1.5" deep x 3.5" wide a, 48' oc along top 9= psf, Ct=1.10, Ce=1.10, edge, only in the area above let-In studs. DO NOT OVERCUT. No knots CAT II & Pf=21.17 psf. or other lumber defects allowed within 12" of notches. Do not notch in marked NNL lengths, or in overhang or heel (end) panels. 4X5 C IIIIII -1 5-11-3 6 6 1 0-4-3 0-4- i i i 111 _ i i i Sri. Soo 1— � 2X4(A1) 3X5(**)----, 2X4(A1)= 1<-2-0-0 .1 12-0-0 .-1 11-2-0 11-2-0 22-4-0 Over 2 Supports R=125 PLF U=5 PLF W=8-4-0 RL=15/-15 PLF R=130 PLF U=1 PLF W=14-0-0 Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) EO PROp� PLT TYP. ITWBCG Wave FT/RTne2%(O%)/4(0) 15,01.► S Truss Components of Oregon ((503))357-2118 **WARNINGI**READ AND FOLLOW ALL NBrEs ON THIS DRAWING! 1/- - __ 825 N4th Ave,Cornelius OR 97113 ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CUNHRVICTGRB INCLUDING THE INSTALLERS. fir Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow - R/ / / /R/ Scale 3125"/Ft 19575 P 41 TC LL 25.0 PSF REF R7175— 96138 _ the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices )? TC DL o performing thesefunctions. ttaacheilers shallstructura provide sheath t ted prier ,W. 1 0.0 PSF DATE 12/14/15 Cop chord shall have t structural r ompora res bracing per BCSI Unless,m otherwise. rigid telling. Locations shown achetls al sheeYhlYg and bottomchord shell have a properly attached '� permanent"lateral ea aint ofwebs shall have bracing Installed per BCSI BC DL 7,0 PSF .4�-��)0 T. sections 53. BZ or 510, as applicable. Apply plates to each face of truss and position as shown above and on DRW CAUSR7175 15348239 J I the point Details. Iesa n tl harwls° Rarer to drawln a,BOA- 1 /1 4/20 lq5,_ g Z fors andartl plate positions. raping ylfaiiur of ITV Bdl the truss s orman Inw. hhAN n t be'orpfor hln far ens tlpping,en from this /� OREGOBC LL 0.0 PSF CA-ENG GWH/GWH awing, any failure to build truss in conformance with ANSI/TPI 1, or for handling, shipping, rda AN ITW COMPANY Instal laden&bracing of trusses.A eesi on this drawing or may.r pug. Caen this drawing. indicatoa oecept.nce of professional engineering9/Q`eO2o,1s �Q` TOT.LD. 42.0 PSF SEQN 3832 '' responsibility solely for the design sham. Tho suitability end use of this drawin for e O8351 Rovana Circler ponsUalmy or pa Rd lain Designer per ANBI/TPH 1 sam.z. g ^�.t"mpt.re Ie u" FROM BB Sacramento,CA 95828 a 1N' DUR.FAC, 1,15 For more information see this Job's genera notes age and these w Renewal Date6/30/2017 ALPINE, www.alp,neitw,com; TPI: www pinst.org; WrCA: www.s Industry.tom, ICC, www.iccsafe.erg SPACING 24.0" J REF- 1 VMG7 1 7 5Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215103--JT ROTH CONSTRUCTION -Medal l ion Mdws Lot 2 Plan -- VERIFY VERIFY, OR - E) Top chord 2x4 HF #2 120 mph gy Bot chord 2x4 DF-L #2(g) ;82 2x4 HF #2: roof,pRISKnCAT15.00Eftt B,eanindtTCADLE67-10, CLOSED bid Located anywhere in Webs 2x4 DF-L Std/Stud(g) psf, wind BC DL=4.2 psf. Connectors ingreen lumber Wind loads and reactions based on MWFRS with additional C&C member design. (g) designed using NDS/TPI reduction factors. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied per IRC-12 section 301,5. 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: 1 .5X4// 'e 5-11-3 6 1--- 6 \ Ago/iff --1 0-4-3 0-4- 3X5= B2 = q = 3X5= 3X5(A1) 3X5----- 3X5(A1) • LE_2-0 0 .1 [.. 2-0-0 ..] I. 5-10-4 7-7-8 5-3-12 7-1-0 5-3-12 _I_ 5-10-4 I` �1` �I 7 7-8 I_ 11-2-0 J, 11-2-0 J H.-: 22-4-0 Over 2 Supports R=1118 W=5.5" RL=111/-111 R=1118 W=5.5" Design Crit: IRC2012/TPI-2007(STD) Ep PROp . PLT TYP. ITWBCG Wave FT/RT=2%(070)/4(0) 15.01 .11 vi SS OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon (503)357-2118 ..WARNINCI w• READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Cornelius OR 97113 ••IIIpgI1TpN1•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. vi Trusses require extreme care In fabricating, handling, shipping, Installing and bracing Refer t and follow fl /yjthe latet edition of BCBI (BuildingCom X196 75P • TC LL 25 0 PSF REF R7175- 96139 these Installers she Safety Information, by TPI and xSCSIA) far safety practices otherwise,prior TC DL 1 0.0 PSF DATE 12/14/15 to performing ed ti a 13CSIoInstallers ehell provide temporary bracing per BCS). r Unless noted otherwise, ,40111 Idilibib tap chord shall have properly attached structural sheathing and bottom chord shall have a Tw rigid coiling. Locations shown for permanent lateral restraint of webs shall have SCS bracingpinstal properly perSCSI ed dillk .Ar A��O` _ i sections 83, BT or B10, as noted other Apply Refer to each face for standards plate positions. on 1 1 0 0 PSFCA-ENG 7 7 1 5348240 J N I the Join[Dotalis, unless noted applicable. Refer es drawings aceA-Z truss an1 14/20 15 LL naw BC DL 7 0 PSF DRW CAUSR 1 5 P o l ; Alpine, a division of ITN Building Components Group Inc. shall t be responsible for any deviation from this G1 OREGON GWH/GWH drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, J AN ITW COMPANY installation&bracing or trusses. �Q TOT.LD. 42.0 PSF Aseal en this drawing or coyer pegs listing this drawing, Indicates wade '9'V'`a".20,1s0� SEQN- 3829 f responsibility solely for the design shown. The suitability end use of tntl.acceptance structcturee Is the 0 8351 Rovana Circle responsibility of the Building Designer par ANSI/TPI 1 Seed. �'0 W•N DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this Job's general s page and these web sloes: Renewal Date 6/30/2017 ALPINE:www.aipineltw.com; TPI:www. pinst.org; WTCA: wwv.sbcindustry.cem. ICC: eta,ICcsa£e.org SPACING 24.0" J REF- 1 VMG7 1 75Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215103--JT ROTH CONSTRUCTION -Medallion Mdws Lot 2 Plan -- VERIFY VERIFY, OR - DGE) Top chord 2x4 HF #2 :T2 2x6 HF #2: 120 mph wind, 21.62 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Webs 2x3 HF #2 Wind loads and reactions based on MFRS with additional C&C member design. Provide lateral wind bracing per ITWBCG wind bracing details or per engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing studs of the same grade. requirements. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied load is 1.50. per IRC-12 section 301.5. Truss designed to support 1-0-0 top chord outlookers and cladding (*) Brace all exposed vertical surfaces for lateral wind forces. load not to exceed 5 PSF one face, and 24.0" span opposite face. Anchor the perimeter of exposed vertical surfaces and support lower Top chord may be notched 1.5" deep x 3.5" wide w 48' oc along top roof with sistered truss at edge of lower roof diaphragm. edge, only in the area above let-in studs. DO NOT OVERCUT. No knots All diaphragms, braces, and connections shall be designed by the or other lumber defects allowed within 12" of notches. Do not engineer of record. notch in marked NNL lengths, or in overhang or heel (end) panels. 4X5 -- / /1 �� j 9-1-15 '�',' � 7-10-10 NNL 9 7 hili11116. C 0 0 �': IN_ \\ 0 0 (i 18-0-0 / 1 2X4(A1)= 2X4(A1)=----- L174-19J 11-4-1_01 0-6-13 9 10-0-0 _ 9-5-3 20-0-0 Over 2 Supports d R=744 U=23 W=5.5" R=178 PLF U=7 PLF W=10-4-8 RL=190/-190 Note: All Plates Are 1 .5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .P ,'o"°� " w dip OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon ((503)357-2118 "WARNING I""READ AND FOLLOW ALL NOTES ON THIS DRAWING, (�` I N v/ 825 N 4t11 Ave,Cornelius 012 97113 ...IMPORTANT*. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �\ �G 4 , Oy TC LL 25.0 PSF REF R7175- 96140 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow 19575 P 41 ' TC DL 10.0 PSF DATE 12/14/15 the latest edition of SCSI (Building Component safety Information, by TPI and WTCA) for safety practices prix w o performing ha these functions. aellars shall Provide temporary bracingho Per all Unless prod attached r 'I1olgilkhk : top erfor shell have properly attached Intal structural sheathing te and bottom chord shall have a properly attached rigid calling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI F� �',,, BC DL 7.0 PSF DRW CAUSR7175 15348241 ,4�� sections 83, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on I the Joint Dera n s, unless n tad atherwlse Refer to dl:"::s 16/A_z for s andard place Positions 1 /14/2015 BC LL 0.0 PSF CA-ENG GWH/GWH I " Alplp, a tlivlslon oP ITN Bulltling Components Group Inc. shall not be responslblo far any tlevlatlon from Yh is drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, /� OREGON AN ITW COMPANY installation&bracing of trusses. 0 P TOT.LD. 42.0 PSF SEQN- 3821 A seal on this drawing or cover peg.listing this drawing, Indicates seeept.nce of professional engineering 'Y v417.20,19 s responsIbilIcy solely for the design sham. The suitability end use of this drawing far any structure Is the OLD v. ��/ DUR.FAC. 1 .15 FROM BB 8351 Rovana Circle responsibility or the Building Designer per ANSI/TPI 1 Soo.2. Sacramento,CA 95828 For more Information see this Job's general notes page and these web sites: ALPINE:www.alpineltw.cam; TP1: www.tpinst.org;WTCA: wao.sbcindustry.com; ICC: www.,ccsafe.org Renewal Date 613012057 SPACING 24.0" J REF- 1 VMG7 1 7 5Z02 (1215103--JT ROTH CONSTRUCTION -Medal I ion Mdws Lot 2 Plan -- VERIFY VERIFY, OR - D) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph h wind, 21.62 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 HF #2 roof, CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Webs 2x4 DF-L Std/Stud(g) :W2, W3 2x4 DF-L #2(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. Deflection meets L/360 live and L/240 total load. Creepincrease factor for dead Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied load is 2.00, per IRC-12 section 301.5, 4X5= 41, 1 .5X4\\\ 1 ,5X4/// '� Alkii7-10-10 9 � Aii 0-4-10 0-4-10 ms A, 18-0-0 i m. 3X5= 3X5= 3X5(81)= 3X5(61)= U-4-101 1-4-10 I 5-2-3 I_ 4-9-13 I_ 4-9-13 6-9-7 �� 6-5-2 —1— —I_ 5-2-3 6-9-7 10-0-0 10-0-0 I'z 20-0-0 Over 2 Supports R=1001 U=36 W=5.5" R=1001 U=36 W=5.5" RL=169/-169 Design Crit: IRC2012/TPI-2007(STD) O PROF PLT TYP. ITWBCG Wave FT/RT=2%g(O%)/4(0) 15.01..04., �S$ OR/-/1/-/-/R/- Scale =.3125"/Ft. Truss Components of Oregon ((503))357-2118 ••WARNINGI••READ AND FDLLDNALL NOTES aNTHIS DRAWING! � GiNF�� /OZ TC LL 25.0 PSF 825 N4thAve,ComelmsOR 97113 ••INPORIANT•• FURNISH THIS DRAWING 70 ALL CONTRACTORS INCLUDING THE INSTALLERS. REF R7175- 96141 Trusses require extreme care In fabricating, handling, shipping. Installing and bracing. Refer to and follow 19575 P the latest edition of BCS1 (Building Component Safety Information, by TPI and WTCA) for safety practices prior , 10.0 PSF DATE 12/14/15 o performing those functions. tInstallersushell provide temporary bracing per BCS1. Unless noted otherwise, , TC DL top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached ,r rigid ceiling. Locations shown for Applyanent lateral o each fC of webs shall have bracing Installedbo per BcsI /� BC DL 7.0 PSF DRW CAUSR7175 15348254 ,4 11___3[F)= TM sections B3, B]or 610, as applicable. Apply plates Co each faceof truss and position as shown above end on NJ I the Joint Details, unless n totl otM1e awls¢. Refer to tlrewings i60A-Z Tar s ands tl pla[e posltl¢ne. 1 /14/2015 BC LL Alpine, a d,vlsion of ITw Building Comport s Group inc. s all n t be responsible f¢r any devieUon from this OREGON 0.0 PSF CA-ENG GWH/GWH drawing, any failure to bulla the truss inconformancewith"ANSI/TPI 1, or for handling, shipping, AN ITWCOMPANY Installation&bracing of trusses. •e" "�D 2D 590, 4e TOT.LD. 42.0 PSF SEQN- 3823 A seal on this drawing or cover page listing this drawing, indicates sBeptsnce of professional engineering 7 } responsibility solely for the design shown. The suitability end use of this drawing for any structure is the FROM BB 8351 Rovana Circle responsibility of the Building Designer per ANSI/TPI 1 see.2. OLD W.�� DUR.FAC. 1.15 Sacramento,CA 95828 Far informations this Jobs general s page and these web sites: ALPINE:www.alpineltw.com; TPI: www.tpinst.org; WTCA: www.sbcindSPACING ustry.com; ICC: www.lccsafe.org Renewal Date 6/30/2017 24.0" J REF- 1 VMG7 1 7 5Z02 • (1215103--JT ROTH CONSTRUCTION -Medal l ion Mdws Lot 2 Plan -- VERIFY VERIFY, OR - DG) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 2 COMPLETE TRUSSES REQUIRED I t Rot chord 2x6 DF-L 2400f-2.0E Webs 2x4 DF-L Std/Stud(g) :W5 2x4 DF-L #2(g): Nail Schedule:0.120"x3", min. nails :Lt Wedge 2x4 DF-L Std/Stud(g)::Rt Wedge 2x4 DF-L Std/Stud(g): Top Chord: 1 Row 012.00" o.c. Bot Chord: 2 Rows 0 2.50" o.c. (Each Row) Connectors in green lumber (g) designed using NDS/TPI reduction factors. Webs : 1 Row by 4" o.c. Special loads Use equal spacing between rows and stagger nails (Lumber Dur,Fac.=1.15 / Plate Dur.Fac.=1.15) in each row to avoid splitting. TC- Lura 75Du plfa at 0.00 tol 75 plf at 10.00 4" o.c. spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" TC- From 75 plf at 10.00 to 75 plf at 20.00 BC- From 7 plf at 0.00 to 7 plf at 20.00 120 mph wind, 22.14 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in BC- 1753.56 lb Conc. Load at 1.06 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. BC- 1752.54 lb Conc. Load at 3.06, 5.06, 7.06, 9.06 11.06,13.06,15.06,17.06,19.06 Wind loads and reactions based on MWFRS. JT PLATE LATERAL CHORD Deflection meets L/360 live and L/240 total load. Creep increase factor for dead No SIZE SHIFT BITE load is 2.00. [ 5] W4X5 S 3.75 [ 6] W3X5 3.25 L 1.25 5X7(R) III [ 8] W4X5 4.25 L 1.25 ( ) [13] W4X5 4.25 R 1.25 [15] W3X5 3.25 R 1.25 [16] W4X5 S 3.50 it 4X5[13] / 4X5[8]4i 3X5[6] # 4 3X5[15]0 9 -1 9 7-10-10 liliAI if 0-4-10 K.l 1111111116 1� /"1441111111 0-4-10 �� 4X5[5] III 5X7= 8X8(R) III 5X7= 4X5[16] III r 1 5X10(B1OR) .1--. 5X10(B10R)� f< 3-8-11 >Iz 3-1-11 >I< 3-1-11 >I< 3-1-11 >I< 3-1-11 >I< 3-8-11 >I 10-0-0 I 10-0-0 f` 20-0-0 Over 2 Supports R=9528 U=324 W=5.5" R=9638 U=328 W=5.5" Design Crit: IRC2012/TPI-2007(STD) O PRO `76',c,,PLT TYP. ITWBCG Wave FT/RT=2/B(O%)/4(0) 15.01 .0 d1 SS OR/-/1/-/-/R/- Scale =.3125"/Ft. 0 0 Truss Components of Oregon (503)357-2118 `.WARNINGI•.READ AND FOLLOW ALL NOTES ON THIS DRANINGf �� aG 1 N �� Q� TC LL 25.0 PSF 825 N 4th Ave,Cornelius OR 97113 '•INpoRrANr'• FURNISH THIS DRAWING To ALL ggxTRAcroRs INCLUDING THE INSTALLERS. C R7 75 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and follow 19676 P REF 1 - 96142 the latest edition of BCSI (Building Com pP g. g ponent Safety Information, by TPI and MA) for safety practices prior a, T. o performing these functions. tInstallersucball provide temporarybracin p t r TC DL 1 0.0 PSF DATE 12/14/15 chord shall have o per BCSI. Unless noted otherwise, �. top properly attached stn to rel sheathing and bottom chortl shell have a properly attached } rigid ceiling Locations shown for permanent lateral restraint of webs shell have bracing Installed per BCSI t F+ '; BC DL 7.0 PSF DRW CAUSR7175 15348243 41h1,4 ,4 O`� ' sections B3, B7 or B10, as applicable. Apply plates to each face of trussand position es shown above and on I I 1 I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z forstandardplate positions. I I4/LOIS BC LL Alpine, a division of ITN Building Components Group Inc. shall not be responsible for any deviation from this OREGON 0.0 PSF CA-ENG GWH/GWH drawing, any failure o build the truss in conformance with ANSI/TPI 1, or for handling. shipping, AN ITW COMPANY installation&bracing of trusses. R 17 '•B em �P TOT.LD. 42.0 PSF Q Afeel this drawing or cover page listing this drawing, Indicates accepts...of professional engineering n•20,19 SE N- 3826 �. responsibility solely for the design sawn. Tho suitability end use of this drawing for any structure Is the FROM BB 8351 Rovana Circle responsibility or the Building Designer per ANSI/MI 1 sot.z. OL W.N DUR.FAC. 1 .15 Sacramento,CA 95828 For more Information see this Jobs general notes page and these web sites: 1 ALPINE:www.alpineltw.com; TPI:www.tpinst.org: WTGA: ww.sbclndustry.com; ICC:www.lccsafe.org Renewal Date 6130/2017 SPACING 24.0" J RE F- 1 VMG7 1 7 5Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215103--JT ROTH CONSTRUCTION -Medallion Mdws Lot 2 Plan -- VERIFY VERIFY, OR - GGE) Top chord 2x4 HF #2 :T2 2x4 DF-L 2400f-2.OE: 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 HF #2 roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4 .2 psf. Webs 2x3 HF #2 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 cladding on one face, and 24.0" span on opposite face. Top chord may be notched 1.5" deep X 3.5" See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects requirements. 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 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 per IRC-12 section 301.5. studs of the same grade. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 2.00. 4X5= T2 7-3-14 00 ,4dlil11lIIIIih _ 1-1-10 10'O G 2X4(A1) 0-1-0 It- 11-4-101 k 17-6-0 H L- 9-3-0 _I, 8-3-0 -1 17-6-0 Over 2 Supports R=154 PLF W=12-4-0 R=261 U=14 RL=11/-12 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) PR• PLT TYP. ITWBCG Wave FT/RLL =ON TM IS DRAWING!� %(0 %)/4(0) 15.01 .0 F'Oxl OR/-/1/-/-/R/- Scale =.3125"/Ft. TmssComponents ofOr on (503)357-' ++NARNINGI••READ AND FOLLOW A 118 ••INPORTAIm, FURNISH THIS DRAINING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ,.0 c1 INF�� % TC LL 25.0 PSF REF R7175- 96143 825 N 4th Ave,Comehtis OR 97113 19575 P Trusses require extreme care in fabricating, handling, shipping, Installing and bracing. Refer to and fallow the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior , o performing these functions. Installers /�R TC DL 10.0 PSF DATE 12/14/15 41111.1 top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid aeumg Locations shown far permanent lateral restraint of webs shah haves bracing installed per ecsl / -�".: BC DL 7.0 PSF DRW CAUSR7175 15348244 A LU 1 N E thesecJoin BD Details, or unless es applicable.other Apply plates to each face of trufor stand rd plateition as shown above and on of the Joint ndivils, unless n tea otherwise. Refer to drawings lBno_Z far a lord plata pasitliati 1 14/20 15 BC LL 0.0 PSF CA-ENG GWH/GWH Alpine, a division of ITW Building Components Group Inc. shell not be responsible For any deviation from thio ^ OREGON drawing, any failure to bulla the truss in conformance with ANSI/TPI 1,or for handling, shipping, Y, AN ITW COMPANY installation A bracing of trusses. w9 V8 eat (yam TOT.LD. 42.0 PSF SEQN- 3843 A email on this erwing or cover page listing this drawing, Indloatem acceptance of professional engineering n•20i 1 respansibi l ity solely for the design show. The suitability wd use of this drawing for any structure is the SOC D W.1'� DUN.FAC. 1 .15 FROM BB 8351 Rovana Circle responsinn Ity of the Building Designer per ANSI/TPI 1 Se¢.2. Sacramento,CA 95828 For more Information see this,Job's general notes page end these web sites: ALPINE: www.alpineltw.com; TPI: www.tplbsc.org:WTCA: waw.sbcindustry.com; ICC: www.lccsafe.org Renewal Date 8130/2017 SPACING 24.0" J REF- 1 VMG7 1 7 5Z02 (1215103--JT ROTH CONSTRUCTION -Medal l ion Mdws Lot 2 Plan -- VERIFY VERIFY, OR - G) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 Bot chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Webs 2x4 DF-L Std/Stud(g) :W2, W3 2x4 DF-L #2(g) roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Connectors ingreen lumber Wind loads and reactions based on MINERS with additional C&C member design. (g) designed using NDS/TPI reduction factors. for dead Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load. Creep increase factorper IRC-12 section 301.5. load Is 2.00. 4X5= ►M g 1 .5)(4% .5X4\\\ 3X5 7-3-14 9I A 1 .5X4 III iiiii\ / 0-4-10 7 , 1-1-10 3X5= 3X5= = 3 5= 2X4(A1) L1-4-1oI 11-10-8 5-7-8 .1 � 4-9-11 I_ 4-5-5 I. 4-6-12 I_ 3-8-4 f 6-3-7 I 5-11-2 I— 5_3-7 > L- 9-3-0 8-3-0 I- 17-6-0 Over 3 Supports R=639 W=5.5" R=877 W=5.5" R=192 RL=123/-129 Design Crit: IRC2012/TPI-2007(STD) ♦ PR•F PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 ./,�®5 ____ FS OR/-/1/-/-/R/- Tmss Components of Oregon 503\(357-2118 wwwARN INO1 ww READ AND FOLLOW ALL Nares ON THIS DRAWING! = 825 N4t1r Ave,Cornelius 0 97113 "•IMPORTANTra FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Airt‘GtNo02 TC LL ca a 125"/FtTrusses require extreme care In fabricating. handling. shipping. Installin and bracin Refer t and followthe latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety ractices prior 19575P � �r R7 to performing these functions Installers shall provide temporary bracing per BCSI Unlessnotedotherwise, 12/14/15 top chord shall have properly attached structural sheathing and bottom chord shall have e properly attached 5 0 PSF REF 175 96144 T TC DL 10 0 PSF DATE rigid telling. Locations shown for permanent lateral restraint of webs shall have bracingpinstalled ,4�1 O`� sections B3. Bl or u10, as applicable. Apply plates to each face of trussrand position s shown above aand on r BCSI #4110 % ' BC DL 7.0 PSF DRW CAUSR7175 15348245 L J I TN the Joint Details, leas n tl o herwlso Refer drawings 16DA-Z for.Godard place positions 1 14/2015 r Alpine, a y failure oT RTW Building Components groan Ino. shall eat be responsible for any deviation from this OREGON BC LL 0.0 PSF CA-ENG GWH/GWH drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN RTW COMPANY installation A bracing of trusses. �$ f `r TOT.LD. 42.0 PSF - A A sisal on lnlll'is s drlwingTor the deor cover sign listing this drawing, indicates....pt.nce of profs..lnn.l engineering 9,Q a.20,19v. O.' SEQN- 3838 shown. Tho suitability and use of this drawing for any structure Is the 8351 Rovana Circle responsibility or rho Building Designer per ANSI/TPI 7 Sac.2. OLD W. DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more Information see this Jobs general notes page and these web sites: ALPINE:www.aipineltw.com; TPI:www.tpinst.org;WTCA: waw.sbcindustry.com; ICC; www.iccsafe.org Renewal Date 6/30/2017 SPACING 24.0" J REF- 1 VMG7 1 7 5 Z02 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215103--JT ROTH CONSTRUCTION -Medal l ion Mdws Lot 2 Plan -- VERIFY VERIFY, OR - CGE) Top chord 2x4 DF-L #2(g) 120 mphhg t,chord 2x4 HF #2 p wind, 19.77 ft mean h t, ASCE 7-10, CLOSED bldg Located anywhere in Webs 2x3 HF #2 roof, RISK CAT II, EXP B, wind TC DL=6,O psf, wind BC DL=4,2 psf. Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. See DWGS A12030ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing Provide lateral wind bracing per ITWBCG wind bracing details or per engineer of requirements. 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 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead per IRC-12 section 301.5. load is 2.00. 4X5= �i1 9 I , 4-2-6 9 0-4-10 �� j j Ii �\ 0-4-10 of 18-0-0 — ll —1 2X4(A1)= 2X4(A1) L=.1-4-10 .-I 1-4-10 .-1 I, 5-1-0 —I— 5-1-0 J k10-2-0 Over Continuous Support �1 R=111 PLF U=2 PLF W=10-2-0 RL=10/-10 PLF Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) p PRO PLT TYP. ITWBCG Wave FT/RT=2D%g(0B%B)/4(0) 15.01 .r .3 FFS Truss Components 503 357-2118 "WARNING1••READ Axe Foca ALL NOTES ON THIS DRAWING! - 1/ _ pp (( )) S R -/-/R/- Scale 5"/Ft 825 N 4th Ave,ofOregCorneliusfl 97113 "IMPORTANT*. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175- 96145 Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to end follow 113575F' the latest edition of BCS1 (Building Component Safety Information, by TPI and WTCA) for safety practices prior a p TC DL 10.0 PSF DATE 12/14/15 o performing those have Pproperly ttacInst d ers enentall lai s vada ng and bracing par edea Unless noted aachedotherwise, — top chord shall have properly a t lied sir tura sheathing end bottom chord shell have a properly attached rigid cel I Ing Locations shown r perm al restraint of webs shall have bracing installed per BCSI I�r ''-� BC DL 7.0 PSF DRW CAUSR7175 15348246 �1 O`— T. sections B3 87 or B10 as applicable. Apply plates to each faceoftrussand position as shown above and on 1 2 L )1 I the Joint Details, unless noted otherwise. Refer to drawings 160A-Z forstandardplate positions. 14�L 01� I I Alpine. a division of ITW Building Components Group Inc, shall not be responsible for any deviation from this ^ OREGON BC LL 0.0 PSF CA-ENG GWH/GWH drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, Y, AN ITW COMPANY Installatian a bracing of trusses, CA) t?• TOT.LD. 42.0 PSF Q 3819 . A seal on this drawing or cover peg.listing this drawing, Indicates acceptance of professions!engineering '57,4b. X04.20,19.. ! SEQN-solely for the design shown. The suitability end use of this drawing for any structure Is the OL D VV.N 8351 Rovana Circle responsibility of the Building Designer per ANSiITPI 1 soa.z. DUR,FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this Jobs general notes page and these web sites: Renewal Date 8130/2017 ALPINE:www.alpineltw.com; TPI: sem.tpinst.org; WTCA:www.sbcindustry.com; ICC: www.,ccsafe.org SPACING 24.0" J RE F- 1 VMG7 1 75202 (1 21 51 03--JT ROTH CONSTRUCTION -Medallion Mdws Lot 2 Plan -- VERIFY VERIFY, OR - JGE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg Located anywhere in Bot chord 2x4 DF-L #2(g) roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4 .2 psf. Webs 2x3 HF #2 :W1, W2, W3 2x4 DF-L Std/Stud(g): Wind loads and reactions based on MINERS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Provide lateral wind bracing per ITWBCG wind bracingdetails or Right end vertical not exposed to wind pressure. record. 2X3 studs require reinforcement at 70% of the length tabulatedgfore2X4f studs of the same grade. gSee DWGSem A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied load is 2.00. per IRC-12 section 301.5. Truss designed to support 1-0-0 top chord outlookers and cladding load not to exceed 5 PSF one face, and 24.0" span opposite face. Top chord may be notched 1.5" deep x 3.5" wide 0 48" oc along top edge, only in the area above let-in studs. DO NOT OVERCUT. No knots or other lumber defects allowed within 12" of notches. Do not notch in marked NNL lengths, or in overhang or heel (end) panels. A P II 3X5% III 4-8-6 6 F--- pitiliii 1 bialir 0-4-3 IIIII II II IIIN' :3 9-0-0 7 4X5(R) III 2X4(A1) LE-2-0-0 4-7-12 >I,< 3-9-14 2"1z 4-0-10 I < 8-8-6 Over 2 Supports R=649 U=141 W=5.5" R=446 U=126 RL=219/-39 Note: All Plates Are 1.5X4 Except As Shown. Design Crit: IRC2012/TPI-2007(STD) _ PLT TYP. ITWBCG Wave FT/RT=2%(O%)/4(0) 15.01 .' •s'* w' %, OR/-/1/-/-/R/- Scale =.5"/Ft. ,fk' Truss Components ofOregon 503)357-2,118 ..NURNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N4tiTAve,Cornelius 0 97113 •.INPORTANr \�• FURNISH THIS DRAWING TO ALL CDNTRACTORS INCLUDING THE INSTALLERS, \G'hi�4. 1p2 TC LL 25.0 PSF REF R7175- 96146 — Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow `19575 P the latest edition of SCSI (Building Component Safety Information, by TPI and RICA) for safety practices prior 'P TC DL 10.0 PSF DATE 12/14/15 to performing these functions Installers shell provide ngtemporary bracing per SCSI Unlessnotedattached , %F top chord shall have properly attached structural sheathing and bottom chord shall have a properlyted otherwise, rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing Installed per SCSIi. BC DL 7.0 PSF DRW CAUSR7175 15348247 A I LLE)/N she Join BD 87 or unl as o r plates o tan for oon e — J japplicable. Apply each face of truss and position a show above and i chs Joint Retells, lass n ted otherwise. Refer wings 160A Z for standard plate positions. 1 /14/201.) Alpine, a division of ITW Building Components Group Inc. shall not be responsible T any deviation from this BC LL 0.0 PSF CA-ENG GWH/GWH drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, ^ OREGO AN ITW COMPANY instal latlon d bracing of trusses, u, TOT.LD. 42.0 PSF A...I on this drawing or cover pege listing this drawing, indloats..ee.pt.ne.of profession.?engineering w9�`41/.20.'0° SEQN- 3856 I responsibility solely Tor the design shown. The suitability end use or this drawing for any structure is the 8351 Rotate Circle responsibility or the Building Designer per ANSI/TPI 1 Sec.2, OCD SAIRUR.FAC. 1 .15 FROM BB Sacramento,CA 95828 For more informations chis Jobe general notes page and these web sites: yN '3 ALPINE:www.a 1pineitw.com: TPI:www.tpi nst.org; WrCA:ww.sbcindustry.com: ICC:www.locsafe.org Renewal Date 6/30/2017 SPACING 24.0" J REF- 1 VMG7 1 7 5202 r (1215103--JT ROTH CONSTRUCTION -Medal l ion Mdws Lot 2 Plan -- VERIFY VERIFY, OR - J) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 DF-L #2(g) roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Webs 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. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Right end vertical not exposed to wind pressure. 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 3X5 4-8-6 6 _digi ig7iiilli MI J� 0 4-3 j ___I___ © 9-0-0 1 .5X4 III 4X5(R) III 2X4(A1) i< 2-0-0 4-7-12 3-9-142 h 4-7-12 4-0-10 H: 8-8-6 Over 2 Supports R=553 W=5.5" R=352 U=11 RL=88/-34 Design Crit: IRC2012/TPI-2007(STD) PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 .' ws'` �"• k''&4„ OR/-/1/-/-/R/- Scale =.5"/Ft. Tn1Us Components of Oregon (503)357-2118 "WARNING!"READ AND FOLLOW ALL NOTES ON THIS DRAWING! Cr`/ 1WE . TC LL 25.D PSF 825 N 4t11 Ave,Comehus OR 97113 '.IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. G Trusses require extrema cera In Fabricating, handling, shipping. E . 'L REF R7175- 96147 the T latest edition of BCS! re In n Com Installing and bracing Refer to and follow 19575 P TC DL (Building Component Safety Information, by TPI and WTCA) for safety practices prior 'vr 10.0 PSF DATE 12/14/15 a o performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shell have a properly attached rig ltl tolling Locations shw,n for permanent lateral restraint of webs shall have bracing Inscallvtl par BCS! OAP11 �, BC DL 7.0 PSF DR CAUSR7175 15348248 ,4�LO)� sections 63, 8]or 810, as ppllceblo. Apply plates to each fsceapP!ru lend posit)on es shown abovaremd on I the Joint Details, unless n ted otherwise. Refer to drawings 160A-Z fors da rd plate positions. 1 "14/2015 BC LL i Alpine. a division oP ITW Building Campanenle Droop Ina. shell n t be responsible Par any deviation f Chis 0.0 PSF CA-ENG GWH/GWH drawing, any failure co build the truss In conformance with NSI/TPI Al, or for handling, shipping, ^ OREGON W AN ITCOMPANY installation B bracing of trusses. u,m ,� G�• .i TOT.LD. 42.0 PSF A*eel on this drawing or cover pege listing this drawing, indica.'acceptance of prof..sional engineering Ifs eR,zo.109 SEQN— 3850 O responsibility solely Tar the design shawl. The suitability and use or this drawing for any structure is the a 8351 Rovapa Circle responsibility of the Building Designer par ANSI/TP1 i goc.2. O L 0 W. g kik" DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For information a this jobs gen s page and those web sites: Y ALPINE:www.alpineltw.com; TPI:www.tpinst.org; WTCA: wew_sbcindustry.com: ICC:www.icGsafe.org Renewal Date 613012017 SPACING 24.0" J REF- 1 VMG7 1 7 5 ZO2 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215103--JT ROTH CONSTRUCTION -Medallion Mdws Lot 2 Plan -- VERIFY VERIFY, OR - J1) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 DF-L #2(g) roof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC DL=4.2 psf. Webs 2x4 DF-L Std/Stud(g) Wind loads and reactions based on MFRS 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. 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 • 3X5 '� 4-8-6 6r— 0-4-3 j —1-- �� as 9-0-0 4X5= 2X4(A1)= '1.5X4111 l< 2-0-0 4-6-0 I< 4-2-6 -� L- 4-7-12 3-9-14 2"12 I` 4-7-12 4-0-10 1.‹ 8-8-6 Over 3 Supports R=389 W=5.5" R=366 W=5.5" R=161 U=16 RL=88/-34 Design Crit: IRC2012/TPI-2007(STD) c:(S0 PRO/F PLT TYP. ITWBCG Wave FT/RT=2°k(0°x)/4(0) 15.01 .P ' I N ,� �S'S,O OR/-/1/-/-/R/- Scale =.5"/Ft. Truss Components of Oregon (503)357-2118 "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWING! (g 9 TC LL 25,O PSF 825 N 4th Ave,Cornelius OR 97113 ••IYPOIiTANT•• FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. 19675 P REF R7175- 96148 Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and follow t- the latest edition of BCSI (Building Compo ant Safety Information, by TPI and WTCA)for safety practices prior , TC DL 10.0 PSF DATE 12/14/15 a o performing these functions. t Installersshallprovide temporary bracing per BCS Unless noted otherwise, /� — top chord shall have properly attached structural sheathing and bottom chord shat have a properly attached i ��; rigid telling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI 1 1 BC DL 7.0 PSF DRW CAUSR7175 15348249 I� 1 '1 sections B3, B7 or B10. as applicable. Apply plates to each face of true and position as shown abovo and on 1 -/14/20 15 III�L tte Jo1nt Deta: r. unless n tad otherwise. Rafor to.resoles 1soA_ OREGON BC LL 0.0 PSF CA-ENG GWH/GWH � � g Z Por stench rd place positions. i Alpin a dlvlslan oP 17W Builtling Components Group Inc, sM1all t bo responsible for any tlevlatlon from this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, YLed - AN ITW COMPANY Installation A bracing of tresses. IAN'4n,20,ige0 e?' TOT.LD. 42.0 PSF SEQN- 3853 A seal on n11his drawing or cover page listing this drawing, Indicates acceptance of profeesionel engineering O responsibility solely for the design shah. The suitability end ma of this drawing for any structure Is the responsibility of rhe Building Designer �'D W. DUR.FAC. 1 15 FROM BB 8351 Rovana Circle per ANSI/TPI 1 sae.2. Sacramento,CA 95828 For more information see this Job's general notes page and these outRenewal Date 613012017 ). ALPINE:www.elpinaltw.cam; TPI; www.tpinst.org; WCCA:www.sbcindustry.com: ICC,swww.locsafe.org SPACING 24.0" J REF- 1 VMG7 1 7 5Z02 r THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215103--JT ROTH CONSTRUCTION -Medallion Mdws Lot 2 Plan -- VERIFY VERIFY, OR - FGE) Top chord 2x4 DF-L #2(g) 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in Bot chord 2x4 DF-L #2(groof, RISK CAT II, EXP B, wind TC DL=6.0 psf, wind BC OL=4.2 psf. Webs 2x3 HF #2 Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Gable end supports 8" max rake overhang. Do not notch. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing requirements. Provide lateral wind bracing per ITWBCG wind bracing details or per engineer of record. 2X3 studs require reinforcement at 70% of the length tabulated for 2X4 Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied studs of the same grade, 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= 1 .5X4 III 1 .5X4 III /a1 11 9 19 3-0-2 0-4-10 I� �� 0-4-10 10-0-0 —' 1 .5X4111 1 .5X4111 1 .5X4111 E0 2X4(A1)= 2X4(A1)_ 1-4-101. 1-4-10-›.1 3-6-0 3-6-0 1 7-0-0 Over 2 Supports R=422 W=3.5" R=422 W=3.5" RL=77/-77 Design Crit: IRC2012/TPI-2007(STD) ,1/4,1fc0 PROFS PLT TYP. ITWBCG Wave FT/RT=2/o(0%)/4(0) 15.Ol .PI � 6> OR/-/1/-/-/R/- Scale =.5"/Ft. .S Ifl9► i Truss Components of Oregon ((503))357-2118 ••WWININGI•.READ AND FOLLOW ALL NOTES ON THIS DRAWING! 825 N 4th Ave,Cornelius OR 97113 '•IWpoRrANr•• FURNISH THIS DEWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. TC LL 25.0 PSF REF R7175- 96149 19575 P Trusses require itio vofrECS care In fabricating, handling, oration, Installing end for s. Refer[e ane follow , TC DL 10.0 PSF DATE 12/14/15 a the latest edition of BCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shell provide temporary bracing per BCSI Unless noted oherwise. CAUSR7175 lop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached i a.11V' �T rigid caning. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI BC DL 7.0 PSF DRW USR7 75 15348250 A LLQ) sections BD Details, or B10as appinoted other Apply plates to win face of toll and position as shown aboveandon 1 14/2015 Te the mint Details, unless n ted etharwism. Refer to drawings 160A-Z a forstandardplata positions. ^ OREGON BC LL 0.0 PSF CA-ENG GWH/GWH 1 Alpine. a y failure of ITN Building truss in Group Inc, shall not be responsible for any deviation T this v, drawing. any failure to build the truss In conformance with ANSI/TPI 1, or for M1endl ing, shipping. Y- v AN ITW COMPANY Installation&bracing of trusses. 9� ®n.20,199 Ow TOT.LD. 42.0 PSF SEQN- 3834 A seal on this drawing or°ever page listing this drawing, Indicates acceptance of professional engineering O .NA . responsibility solely for the design shown. Tho suitability end use of this drawing for any structure is the D W `- DUR.FAC. 1.15 FROM BB 8351 Rovena Circle responsibility of the Building Designer per ANSI/TPI I Sea.2. Sacramento,CA 95828 For more information see this Jobs general notes page and these web a Renewal Date 013012017 ALPINE:ww.alpineitw.cem; TPI: www.tpinst.org: WTCA: www.sbcindustry.com: ICC: www.iccsafe.org SPACING 24.0" JREF- 1VMG7175Z02 f THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. (1215103--JT ROTH CONSTRUCTION -Medal l ion Mdws Lot 2 Plan -- VERIFY VERIFY, OR - F) Top chord 2x4 DF-L #2(g) 120 mg Bot chord 2x4 DF-L #2(gph wind, 15.00 ft mean h t, ASCE 7-10, CLOSED bldg Located anywhere in Webs 2x4 DF-L Std/Stud(g) roof, RISK CAT II, EXP B, wind TC DL=6,0 psf, wind BC DL.4.2 psf. Connectors ingreen lumber Wind loads and reactions based on MINERS with additional C&C member design. (g) designed using NDS/TPI reduction factors. . Creep increase factor for dead Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Deflection meets L/360 live and L/240 total load load is 2.00. per IRC-12 section 301.5. 4X5= \ I9 3X5 ilihg IAll 3-0-2 �` q 0-4�10 1-1-10 4 �� Illagi 1000 =' 3X5= 1 .5X4111 2X4(A1) 0-111-0 L -1-4-10->16"81-=. 5-5-8 ,..,1'I 3-6-0 3-6-0 2-6-0 '1 L— 3-6-0 L 2-6-0 fE 6-0-0 Over 3 Supports R=377 W=3.5" RL=50/-57 R=251 R=78 U=3 W=3.5" Design Crit: IRC2012/TPI-2007(STD) PLT TYP. ITWBCG Wave .ely INGI••HeAPar®FDLLarAFTHDTEsgHT„g�(O%)c 4(0) 15.01.0 ,',!.'l • w�FFSs' OR/—/1/—/—/R/— Trnss Components of Oregon ((503)357-2118Scale =.5"/Ft. 825 N 4th Ave,Corneluts OR 97113 •'IBFOBrAxr•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. & �G I N fi� 02 TC LL 25.0 PSF REF R7175- 96150 Trusses require extreme care In fabricating, handling, shipping, Installing end prating. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and NTgA) for safety practices priori '18575 P TC DL .011111111L..... � o performing these have Pproperly t achell structuraalll provide temporary tracing dor all Unless noted otherwise. ' 10.0 PSF DATE 12/14/15 top chord shell have properly attached s[r to rel sheath ng end bottom chord stall have a properly attached rigid tailing. Loc tions shown for perm lateral restraint shall have bracing metalled per SCSI at BC DL 7.0 PSF ,41>—,L�)� t. sections BB3, B7 or B10, as applicable Apply plates toeach faceof trussrand position as shown above and on DRW CAUSR7175 15348251 LIF)11 1 the Joint Details, oss Hated etre chis¢ R¢Per o drawings 160A Z£ors endo rd plate post tions. I I Alpine, y failure or ITN Bulltling Components Group mc, hhAN net be oapfn hla far any de„ing, Pram ch la I 14/20 15 BC LL 0.0 PSF CA—ENG GWH/GWH drawing, any failure to build the truss in conformance with ANSI/TPI 1. or for handling, shipping, ^ OREGON AN ITW COMPANY installation&bracing of trusses. M, A sal on thle drawing or cover pap listing this dreaing, indicates eeesptenee of professional engineering 9 '14,1.20,10, 4fl.20,X99, Qe TOT.LD. 42,0 PSF SEAN- 3836 responsibilityensiy solely for the design shown. The eultabllity and use of this drawing for any structure la rhojp 8351 Rovana Circle of the Building Designer per ANSI/TP1 1 Sec,2. 0�p W W.N� DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more Inrorme<lon see this Job's general nota page em hast hat spas: ` ALPINE; www.alpeneitw.coo: TPI:www.tpinst.org;%TCA: www.sbcendustry.com; ICC: www.lccsare.org Renewal Date 813012017 SPACING 24.0" J REF- 1 VMG7 1 7 5Z02 (1215103--JT ROTH CONSTRUCTION -Medal l ion Mdws Lot 2 Plan -- VERIFY VERIFY, OR - HGE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS& DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph yw Bot chord 2x4 DF-L #2(g) roof,pRISKnCAT15.00Eftt mmeanwindtTCADLE6?-10, CLOSED bldg Located anywhere in Webs 2x4 DF-L Std/Stud(g) :M1 2x3 HF #2: psf, wind BC DL=4.2 psf. Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. to supportRight end vertical not exposed to wind pressure. Truss designed 1-0-0 top chord outlookers and 5.00 PSF cladding on one face, and 24.0" span on opposite face. Top chord may be notched 1.5" deep X 3.5" See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind bracing AT 48" o/c along top edge. DO NOT OVERCUT. No knots or other lumber defects requirements, allowed within 12" of notches. Do not notch in overhang or heel panel. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead pertomfor IRC-12rd sectioned 301,5,10.00 psf non-concurrent bottom chord live load applied load is 2.00. 1 .5X4 III 1 .5X4 III 11111 g I ' 2-4-2 b 0-4-10 M®I II I 4 10-0-o i 2X4(A1) 1 .5X4 III 1 .5X4 III 0-1-0 L. 1L. 1-4-10 .11-4-10II 1 2-4-102'12 'I-I 2-7-6 Over Continuous Support r R=153 PLF U=63 PLF W=2-7-6 RL=63/-14 PLF Design Crit: IRC2012/TPI-2007(STD) Q PRO PLT TYP, ITWBCG Wave FT/RT=2%(O%e)/4(0) 15.01 .P t) FFS __ OR/-/1/ /-/R/ Scale 5"/Ft. _ Truss Components of Oregon (503)357-2118 ••WARNINGI••HEAD AND FOLLON ALL NOTES ON THIS DRAWING! `J �`� • TC LL 825 N 4th Ave,Cornelius OR 97113 ••ImroarNrr• FURNISH THIS DRAWING TO ALL CONTRACTBRS INCLUDING Tie INSTALLERS. 25.0 PSF REF R7175- 96151 Trusses require extrema care In fabricating, handling, shipping, Installing and bracing Refer t and follow 1 9676 P i the latest edition of BCSI (BuildinginsCom o Component safety Information, by TPI and WrCSI far safetypracticesotherwise, prior + TC DL 10.0 PSF DATE 12/14/15 to performing these functions. Installers shell provide shesth temporary bracing per BC61. Unless noted otherwise, 1 Cop chord shall have properly attached structural sheathing and bottom chord shall have a properly attached J p rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCS1 r f BC DL 7.0 PSF DRW CAUSR7175 15348252 .4 L1 OJ`� f. sections B3. BT or B10, as applicable. Apply plates to each face of trussabove end on and position as shown ab L l e Joint Details, unless noted otherwlso. Refer to drawings 160A-Z for standard plate positions. 1 1 4/20 15 I Alpine. a division or ITW Building Components Group Inc. shall not be responsible for any deviation from this ^ OREGON BC LL 0.0 PSF CA-ENG GWH/GWH drawing, any failure to build he truss In conformance with ANSI/TPI 1. or for handling, shipping. 4' AN ITW COMPANY installation.crating of trusses. TOT.LD.LD. 42.0 PSF A on this draw ng or cover peg. listing this drawing. Indicates monotones of pratsniana engineering "77Q'en 20,+9s" �P SEAN- 3848 responsibility.ably for the design shown. The suitability end use of tees dreeing for any structure is the Q�D W• 8351 Rovana Circle reaponsiblIsty of the Bill ming Dosignar per ANSI/TPI 1 See.:, DUR.FAC. 1.15 FROM BB Sacramento,CA 95828 For more information see this,lob's general notos page and these web sites: A ALPINE: www.alpineltw.com; TPI; www tpinst.erg; WTCA:www.sbcindustry.com; ICC: www.lccsafe.org Renewal Date 6830!2017 SPACING 24.0" J REF- 1 VMG7 1 7 5202 (1215103--JT ROTH CONSTRUCTION -Medal l ion Mdws Lot 2 Plan -- VERIFY VERIFY, OR - H) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L #2(g) 120 mph gy Bot chord 2x4 DF-L #2(g) roof,pRISKnCAT15.00Eftt BBeawindtTCADLE67-10, CLOSED bldg, Located anywhere in Webs 2x4 DF-L Std/Stud(g) psf, wind BC DL=4.2 psf. Wind loads and reactions based on MWFRS with additional C&C member design. Connectors in green lumber (g) designed using NDS/TPI reduction factors. Bottom chord checked for 10.00 psf non-concurrent bottom chord live load applied Right end vertical not exposed to wind pressure. 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 g I 2-4-2 k 0-4-10 I10-0-o r 4 _ 1 .5X4111 lil2X4(A1) t1-4-10 -1 0-1-0 It l'c2-4-10—12 2-7-6 Over 2 Supports r -1 R=269 W=5.5" RL=49/-33 R=74 U=6 Design Crit: IRC2012/TPI-2007(STD) 0PROpz. PLT TYP. ITWBCG Wave FT/RT=2%(0%)/4(0) 15.01 ..4 a Truss Components of Oregon (503)357-2118 ••WARNINGI••READ AND FOLLOW ALL NOTES ON THIS DRAWING! r1G(N FF'SA, TC LL Scale =.5"/Ft. _ 825 N 4th Ave,Cornelius OR 971.13 ..IMPORTANT** FURNISH TRIS ORAWIIR TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Lg y 25.0 PSF REF R7175 96152 Trusses require extreme care in fabricating, handling, shipping, Installing and bracing Refer to and follow 19575. -ice the latest edition Y SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior • /w-r '. TC DL 10.0 PSF DATE 12/14/15 o performing these functions tInstallers shall provide temporary bracing per BCSI Unless noted otherwise, top chord shall have properly a Cached stru Lural sheethl ng and bottom chord shall have a properly attached �,,. rifled celling. Locations sM1ewn far permanent latera, restra, t f webs shall have bracing Installed per ecsl / .- BC DL 7.0 PSF DRW CAUSR7175 15348253 /-rl �O` fi s¢cplons 93, BT or BO, as apllcable. Apply pinteso to each faceoffor and position as shown above and on 1 �1 1 L/ III, J I 7,-:::-...::::::,n77;.==:::::.:: he Joint Dntalls, less no od atM1¢rwise. Refer drew lnfls i80A-Z fr sstantlerd plate positions. 1 14/2015 l , AI Ina, a division of ITN Building Components Group Inc. shall n t by responsible far any deviation from this OREGON BC LL 0.0 PSF CA-ENG GWH/GWH drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, AN ITW COMPANY instal ion s drawing or covertrusses. 1' �Q TOT.LD. 42.0 PSF SEQN- 3845 A sal en this drawing or envsr page listing this drawing. Indlesea aoeeptaa of professional engineerin — g V 20,199 s reepaneibillty solely Tor who design shown. The suitability and use of this drawing for any structure Is the O 8351 Rover Circle rapermibl I Ity oT ens DUI Idlnp Oalgnor par aNsl/TPI 7 Sea.2. I.D 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.alpineitw.com; TPI: www,tpinst.org;WTCA: www.sbclndustry,nom; ICC:www.iccsafe.org Renewal Dale 6/30/2017 SPACING 24.0" J REF- 1 VMG7 1 7 5 ZO2 al3 - Gable Stud Reinforcement Detail ASCE 7-10: 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 Or: 100 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 — --- ---- - --------- ------ 2x4 Brace (1) 1x4 "L" Brace w (1) 2x4 'L" Brace w (2) 2x4 'V Brace ww (1) 2x6 'L" Brace w (2) 2x6 'L" Brace ww 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 GroupA F #1 / #2 4' 7° 7' 10' 8' 1" 9' 3" - Spruce-Pine-Fir Hen-Fir r #39' 7" 11' 0" 11' 5" 14' 0' 14' 0" 14' 0` 14' 0" #1 / #2 Standard) #2 OD U 4 4" 7' 2' 7' 8" 9' 1' 9' S" 10' 10" 11' 4" 14' 0' 14' 0" 14' 0' 14' 0" Stud Stud 4' 4' 7' 2' 7' 7" #3 Stud #3 Standard 9' 1' 9' S" 10' 10" 11' 4" 14' 0" 14' 0" 14' 0' 14' D" 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 Pinewww #1 4' 10" 7' 11" 8' 2" 9' 4" 9' B' 11' 1" 11' 6' 14' 0' 14' 0" 14' 0" 14' 0" #3 #3 --1 SP #2 4' 7' 7' 10' 8' 1" 9' 3" 9' 7' 11' 0° 11' S" 14' 0' 14' 0" 14' 0' 14' 0" Stud Stud d" #3 4' 6' 6' 6" 6' 11" 8' 7' 9' 2" 10' 11" 11' 4" 13' 6" 14' 0" Standard Standard cv DFL 14' 0' 14' 0" CS Stud 4' 6` 6' 6" 6' Il" 8' 7" 9' 2" 10' 11" 11' 4" 13' 6" 14' 0" 14' 0' 14' 0' U Standard 4' 4' 5' 9' 6' 1" 7' 7` 8' 2' 10' 4' 11' 1" 11' 11" 12' 10" 14' 0" 14' 0' Group B: _ #1 / #2 5' 3" 8' 11' 9' 3' 10' 7' 11' 0° 12' 7" 13' 1' 14' 0" 14' 0° 14' 0" 14' 0" Hen-Fir -p - SPF #3 5' 0" 8' 10" 9' 3' 10' S" 10' 10" 12' S" 12' 11" 14' 0' 14' 0' 14' 0' 14' 0" #1 & Btr U —I� Stud 5' 0' 8' 9" 9' 2" 10' 5' 10' 10" 12' 5` 12' 11" 14' 0' 14' 0" 14' 0" 14' 0" #1 QJ o f Standard 5' 0' 7' 6" 8' 0" 10' 1" 10' 9" 12' 5" 12' 11" 14' 0° 14' 0` 14' 0" 14' 0' #1 5' 6' 9' 1' 9' 5" 10' 8° 11' 1" 12' 8" 13' 2' 14' 0" 14' 0" 14' 0" 14' 0' Douglas Fir-Larch Southern Pinew ww S #2 5' 3" 8' ll" 9' 3" 10' 7' 11' 0" 12' 7" 13' 1' 14' 0" 14' 0' 14' 0" 14' 0' u2 #1 #3 #2 5' 1" 7' 11" 8' S" 10' 6" 10' 11" 12' 6' 13' 0" 14' 0' 14' 0" 14' 0' 14' D" D P L Stud 5' 0" 7' 11" 8' S" 10' 6° 10' 11 12' 6" 13' 0" 14' 0° 14' 0" 14' 0" 14' 0" 1x4 Braces shat( be SRB (Stress-Rated Board. Standard 5' 0" 7' 0" 7' S" 9' 4" 10' 0" 12' 5' 12' 11" 14' 0" 14' 0" 14' 0" 14' 0" wwwFbr lx4 So. Pine use only Industrial 55 or 0 #1 / #2 5' 9" 9' 10' 10' 2' 11' 7" 12' 1" 12' 7" 14' 0" valuesInduesrial 45 Stress-RateduswiththeseBoards. es. B C5 _ S D P 14' 0" 14' 0" 14' 0' 14' 0" may be used with grades. #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: LD U I r 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. O f Standard 5' 6" 8' 8' 9' 3` 11' 6' 11' 11" 13' 8" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" x #1 6' 0° 10' 0" 10' 4` Provide upliftusconnectionsing (5p for 70 ad over 5� 11' 9" 12' 2" 14' 0" 14' 0" 14' 0' 14' 0" 14' 0' 14' 0° continuous bearing (5 psf TC Dead Load). d #2 5' 9' 9' 10" 10' 2" 11' 7' 12' 1" 13' 10' 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" #3 5' 8' 9' 2" Gable end supports load from 4' 0' outloo hon (lf 9' 9" 1V 6" 12' 0" 13' 9" 14' 0" 14' 0' 14' 0" 14' 0" 14' 0` with 2' 0" overhang, or 12' plywood overhang, 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' B' 1" 8' 7" 10' 9° 11' 6" 13' 8" 14' 0" 14' 0° 14' 0' 14' 0' 14' 0' I About) Attach 'L' braces with l0d (0.128"x3.0' min) nails. I Gable Truss 1 " 0 ilE For (ll 'L' brace: space nails at 2" o.c. �t In IB' end zones and 4' o,c. between zones. Diagonal brace option: il(31(For (2) 'L" braces: space nails of 3' o.c. vertical length may be �' 'r P doubled when diagonal I ► In IB' end zones and 6' o.c. between zones. brace is used. Connect 18" � � 4.44144. 'L" bracing must be a minimum of 80% of web diagonal brace for 385# ,L, L -:([:K 0 member length. 41) di each end. Max web BrQCe �`� Gable Vertical Plate Sizes total length is 14'. r 2x4 DF-L #2 or Vertical Length No or 20 Less than 4' 0' 1X4 or 2X3 better diagonal Greater than 4' 0', but Vertical length shown brace; single less than 11' 6' 2X4 In table above. or double cut 18' '.IE +O '� 45' Cas shown) at L 1 0 Greater than 11' 6' 3X upper end, I + Refer to common truss design for R F ■ / / u I�'I Li L1ing ■ 0 peak, splice, and heel plates. ontinuous Bearing —� Connect diagonal at , Ped Refer to the Building Designer for conditions midpoint of vertical web. Refer to chart above for n. (,M - - �1�2.ISL ength. not addressed by this detail. w"WARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! ` �",¢� ...IMPORTANT**FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. CP `G`N� ' 0� REF_ ASCE7-10-GAB12030 Trusses require extreme core In fabricating,handling,shipping,Installing and bracing. Refer to and 19575 P 7+ r� follow the latest edition of SCSI(Building Component Safety Information, by TPI and SBCA) For Safety p�— DATE 10/01/14 v,..-.N\ practices prior to performing these functions. Installers shot provide temporary bracing per BCSI _ Unless noted otherwise, top chord shnU have properly attached structural sheathing and bottom chord \�_a shall have a properly attached rigid ceiling Locations shown for permanent interni restraint of webs /P. r.... 4010 DRV✓G A12030ENC101014 xlJ I j 'Lr-1)—f I shall hnvw bra Cing instased per shove and on the Joint Detnls, unless noted otherwise Refer to drawings )60A-Z For standard plate positions. Alpine, a division of ITW Banding Components Grou Inc. shall not be res \\L:14/2015 EGON AN ITW COMPANY thidrawing,any failuretobuild the truss in conformancewithANSI/TPIPo orblfor ahandungPshippingframU14/1 vinstanatian a bracing of or„wooe 9L, 20,1 14/14/lie, _s MAX. TOT, La 60 PSF A seat on this drawing or cover page listing this drawing,Indtcotes acceptance of professional SPO rany engineering responsibility solely far the design shown. The suitability and use of this drawing C CO W"N T 13389Lakefront Drive For any structure Is the responsibMty of the Building Designer per ANSI/TPI 1 Seca •r Earth City,MO 63045 For more In Formation see this job's general notes page and these web sites: ALPINE: www.nlpineltw.comi TPI:www.tpinst.argl SBCA: www.sbcindustry.orgi ICG www.lccsnfe.org Renewal Date6/3012017 MAX. SPACING 24.0° 1 GalcLe De , aiL For Let-in Verticals Gable Truss Plate Sizes About © Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs, ,141,1111 /'141111111411111141 ()Refer to Engineered truss design for peak, splice, web, and heel plates. pip © ©If gable vertical plates overlap, use a single plate that covers the total area of thIleK 1 e overlapped plates to span the web. Gable 5 © iihi 2X4 Example: pi il PP ill 2X4 / 2X8 "T" Reinforcement Attachment Detail 4. :6ii\ l 0 1 „, b "T" Reinforcing 'T' Reinforcing Member Member ` Toe-nail ❑r - End-Hall © © To convert from "L' to "T' reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply "T" increase by length (based on Attach each "T" reinforcing member with appropriate Alpine gable detail). End Driven Nails Maximum allowable "T" reinforced gable vertical 10d Common (0,148'x 3.',min) Nails at 4" o,c, plus length is 14' from top to bottom chord, (4) nails in the top and bottom chords. 'T' reinforcing member material must match size, Rigid Sheathing Toenalled Nails: specie, and grade of the 'L" reinforcing member, 10d4 Nails 1 (4) Common (0.148'x3',min) Toenails at 4" o.c. plus Web Length Increase w/ "T" Brace `� �� (4) toenails in the top and bottom chords. ReiMim e This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Size Increase Reinforcing wind load, 2x4 30 ASCE 7-05 Gable Detail Drawings 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, 414015051014, °T" Reinf. Examples ASCE 7-10 Wind Speed = 120 mph Gable Nails 413030051014, 4A,1D2eAD ti32a00i0l155D1E0rN10.4ci 411030051014,Nil 100013001405,1A011460, 414030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24"o.c. SP #3 4 0.1. A1I515ENC101014, A12015ENC101014, AI4015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END10I014, A20015PED101014, 'T' Reinforcing Member Size = 2x4 A11530ENC101014, A12030ENC101014, A14030ENC101014, AI6030ENC101014, 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7" i 1A1803OENC101014, A20030ENC101014, A2003OEND101014, A20030PED101014 Maximum 'T" Reinforced Gable Vertical Length See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 1.30 x 9' 7° = 11' 2' 4 Nails _I 1 �� Ceiling ��V°PROpFS wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI \0 E I N wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �� '1. p REF LET-IN VERT Trusses require extreme care In Fnbrlcating, handling, shipping, Installing and bracing. Refer to and X9575 P _ - follow the latest edition of HCSI (Building Component Safety Information, b TPI and SBCA) for safetyr .7-NN practices prior to performing these functions. Installers shot provide temporary bracing per BCSI DATE 10/01/14 1�, _. _, Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord f- , - ,,., Shalt have a properly ailed per'rigid ceiling Locations53, 570 shown far permanent lateral restraint aF webs DRWG GBLLETIN1014 Q II 11- shot have bracing Installed per SCSI sections B3, H7 or B10, as applicable Apply plates to each Face 1 '14/2015 of truss and position as Shown above and on the Joint Details, other -- ----------.--- _____ - L LJ - Refer to drawings 160A-Z for standard late unless no wise /^� ORECcON p positions. (R 1,2/14/15 m v AN ITW COMPANY Alpine, n division of ITW Building Components Group Inc. shall not be r sponslble far any de vlatlan from this drawing,any failure to build the truss In conFormance with ANSI/TPI 1, or for handling, shipping, 9 *I7"20°'190 installation A bracing of trusse R NSP MAX. TOT. LD. 60 PSF p A section this drawing or cover page listing this drawing,indicates acceptance of professional OLD W. engineering responsibility solely For the design shown. The suitability and use of this drawing 13389 Lakefront Drivefor any structure Is the responslbllity of the Building Designer' per ANSI/TPI I Sec . OUR. FAC. ANY Earth City,MO 63045 For more in Formation see this Job's general notes page and these web sites: Renewal Dete BI30I20'17 ALPINE, wwwolpineitw,coml TPI,www.tpinst.orgl SBCA: wwwsbcindustry.orgl ICC,www.lccsaFe.or9 MAX. SPACING 24.0° 3 ASCE 7-10: 120 mph, 30Mean Height, Closeo, Exposure C Common Resioential Goole Eno wino Bracing Requirements - Stifc-Feners 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: See Engineer's sealed design referencia this detail provide a 2x6 stiffback at mid-height and brace g g 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, I I Y )( A Pig 2X4 Blocking nailed to it 45° sheathing and 24' Max �`� each truss (Typ) 1kbrit.4 II H 2X4 DF-L #2 H/2 or better , Iiii diagonal brace. Attach each end X 111111fi for 560#, fri . J . y Liu ammitz......1 miwil I I alumm Joh" in inimmummuminammilli ii• • ontinuous Bearing — 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box or gun (0.123" X 3", min.) nails, X9' P4 - wwWARNINGww READ AND FOLLOW ALL NOTES ON THIS DRAWING! wSIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ' V4 &ZZAN QI REF GE WHALER Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and 19575 P !� --- follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) for safety , -"'- practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. r DATE 10/01/14 Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord w shall have 41110 �� fl Shall have brocnpelnst installed rigid ceiling. Locations shown for permanent lateral restraint of webs /- r DRWG GABRST101014 � I I l) ll\\ I of truss and gper SCSI sections B3, B7 or HIO,as applicable Apply plates to each ince ___ u u position o shown above and on the Joint Details,unless noted otherwise 1 14/2015 L Refer to drawings 160A-2 for standard plate positions, .y�pq[�ryryp AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from 2%"I"4'/"I'.7 this drawing, y failure to build the truss In conformance with ANSI/TPI I, or for handling, shipping, y installation a bracing of trusse 9R nn.20 ilio Q. MAX. TOT. LD. 60 PSF A seal on this drawing or cover page listing this drawing,indicates acceptance of professional O engineering responsibility solely for the design shown. The suitability and use of this drawing C p W w � * 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Sect. Earth City,MO 63045 ALPINwww.al Fo e information see this,Job's general notes page and these ws eb site p ww.tpinst,orgl SBCA wwwsbcindustry.orgl ICG wwwdccsafe.org Renewal Date 613012017 MAX. SPACING 4 : LR ReKI - orcing veHcer SL, bs ti LL, Lio -� 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, 40r- Attach ,&10 Attach with 10d (0.128"x3.0",min) nails , at 6" o.c, Reinforcing member is , NOtes member lea minimum ngth. ...AV web ,, This detail is only applicable for changing the specified CLR ,, shown on single ply sealed designs to 1-reinforcement or ,` L-reinforecement or scab reinforcement. . Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re-run design with appropriate \ / ME reinforcement type. /u\ T-Reinf. L-Reinf, Web Member Specified CLR Alternative Reinforecement Scab Reinforcement Size Restraint T- or L- Reinf, Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. - Attach with 10d (0.128"x3.0",min) nails —� 2x6 1 row 2x4 1-2x6 at 6" o.c. Reinforcing member is a 2x6 2 rows 2x6 2-2x4(31E) minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(X) Scab Reinf. T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. (X) Center scab on wide face of web. Apply (1) scab to each I face of web. II -<�E0 PROpz, ..WARNING!.. READ AND FOLLOW ALL NOTES ON THIS DRAWING! (3" `G IN ,Q �n� A TC LL P S F REF CLR S u b S t. ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C� C /. Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and 19575 P 7 TC DL PSF DATE 10/01/14 i. follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety , r,. NN, \ practices prior to performing these functions. Installers shall provide temporary bracing per SCSIAl. --`—~-� shall Unless otherwise, top ac chord shall have properly attached structural lateral and bottom chord ,M n properly attached rigid ceiling. Locations shown far permanent lateral restraint of webs �,� -',,, BC DL PSF DRWG BRCL$SUB1014 /` i 0 fl, FIg shall have bracing installed per SCSI sections B3, B7 or B10,as applicable. Apply plates to each face l IILIII \\��II.111 of truss and position as shown above and an the Joint Details,unless noted otherwise. I�1�/14/201t�5I BC LL PSF L Refer to drawings 160A-Z for standard plate positions. K��'J Atpine,o division of Irw Builtling Components Group Inc. shall not be responsible far any aeshippin from ^ .II TNT, LD. PSF AN ITW COMPANY this drawing,any failure to bul(d the truss In conformance with ANSI/TPI 1, or for handling, shipping, .Y• V 0 installation P. bracing of trucae 7� 4,7.20,199 A seal on this drawing or cover page listing this drawing,indicates acceptance of professional o V engineering responsibility solely for the design shorn. The suitability and use of this drawing -.OLD W W. any structure Is the responsibility of the Building DesignerDUR, FAC. 13389 Lakefront Drive g g per ANSI/TPI 1 Sect. Earth City,MO 63045 For more informationa this ,lob's general notes page and these web sites Renewal Date 6130/2017 SPACING ALPINEi www.alpineltw.comi TPI. www.tpinst.orgl SBCA. www.sbcindustry.orgi IEC. www.iccsafe.org I 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 Id (1) 2x4 "L° Brace A (2) 2x4 'V Brace 5* (1) 2x6 "L" Brace x (2) 2x6 'L' Brace ■r 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 GroupA: #1 / #2 4' 10' 8' 2" 8' 6' 9' 8" 10' 1" 11' 6" 12' 0° _ 14' 0" 14' 0" 14' 0" 14' 0" Spruce-Pine-Fir Hem-Fir CO #3 4' 7" 7' 9" B' 3" 9' 7" 9' I1" 11' 5" 1)' 10" 14' 0" 14' 0' 14' 0" #14/3 ill Standard #2 Stud U14' 0" I #3 1St Stud #3 (Standard HF 4' 7' 7' 8' 8' 2" 9' 7" 9' 11' _ 11' 5" 11' 10" 14' 0' 14' 0" 14' 0' 14' 0" Stud 0 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 Pineses #1 5' 0" 8' 4" 8' 7' 9' 10" 10' 2' 11' 8' 12' 1" 14' 0' 14' 0" 14' 0" 14' 0" 43 43 —_I 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 stud d'" r #3 4' 8' 7' 0' 7' 5' 9' 3" 9' 11' 11' 5" 11' 11" 14' 0' 14' 0' 14' 0' Standard Standard DFL 14' 0" Stud 4' 8" 7' 0" 7' 5" 9' 3" 9' 11' 11' S" 11' 11" 14' 0" 14' 0" 14' 0' 14' 0" U Standard 4' 7" 6' 2" 6' 7" 8' 2' 8' 9" 11' I" 11' 10' 12' 10° 13' 9' 14' 0" 14' 0" Group B. _ #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 -{--) _ S F#3 5' 3° 9' 3" 9' 9' 10' 11" 11' 4' 13' 0' 13' 7" 14' 0" 14' 0' 14' 0" 14' 0' #1 & Btr L U 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 O Standard 5' 3" 8' 1' 8' 7° 10' 10" 11' 4' 13' 0" 13' 7" 14' 0" 14' 0" 14' 0" 14' 0" > #1 5' 9" 9' 6' 9' 10" 11' 3' 11' 8' 13' 4' 13' 10" 14' 0" 14' 0" 14' 0' 14' 0' Douglas Fir-Larch Southern Pinewww 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 I #2 #3 5' 5" 8' 6' 9' 1' 11' 0" 11' 5" 13' 1" 13' 8" 14' 0" 14' 0° 14' 0" 14' 0" Q) .i D F L Stud 5' 5" 8' 6" 9' 1' 11' 0" 11' 5" 13' 1" 13' 8° 14' 0" 14' 0' 14' 0" 1x4 Braces shall be SRB (Stress-Rated Board). 14' 0" wxwFor 1x4 So. Pine use only Industrial 55 or Standard 5' 3" 7' 6" 8' 0' 10' 0' 10' 9' 13' 0" 13' 7" 14' 0' 14' 0" 14' 0" 14' 0' SPF 0 #1 / #2 6' 1' 10' 4' 10' 8" 12' 2" 12' 8" 13' 2" Industrial 45 Stress-Rated Boards, Group B C-_5 _ S P I- 14' 0' 14' 0` 14' 0° 14' 0" 14' 0" values may be used with these grades. #3 5' 9" 10' 2' 10' 7' 12' 0" 12' 6' 14' 0' 14' 0" 14' 0" 14' 0" 14' 0' 14' 0" LD u Gable Truss Detail Notes: HF Stud 5' 9" 10' 2' 10' 7" 12' 0" 12' 6" 14' 0° 14' 0" 14' 0" 14' 0' 14' 0' 14' 0" Wind Load deflection criterion is L/240. O Standard 5' 9" 9' 4° 9' 11" 12' 0" 12' 6" 14' 0" 14' 0" 14' 0" 14' 0° 14' 0" 14' 0" #1 6' 4' 10' 6" 10' 10' 12' 4' Provide uplift bearing connections for 35 plf over X SP 12' 10" 14' 0' 14' 0" 14' 0" 14' 0' 14' 0" 14' 0" continuous (5 psf TC Dead Load), CS #2 6' 1" 10' 4" 10' 8" 12' 2" 12' 8" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0' #3 Gable it end2 "soverhang,vrts load from l o overhang. (-1 D P L 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" or 12' plywood overhang. 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 1About j L Attach •L" braces with 10d (0.128"x3.0" min) nails. Gable Truss 1 '+ I © )k For (1) "L° brace space nails at 2' o.c. �� In 18" end zones and 4' o.c. between zones. Diagonal lent option: � )IE)I(For (2) "L" braces space nails at 3' o.c, P vertical length may be % r T In 18` end zones and 6' o.c. between zones. doubled when diagonal 18' 41 brace is used. Connect 'L' bracing must be n minimum of 80% of web L % © member length. diagonal brace for 3354 "L. _ at each end. Max web Brace 4. Gable Vertical Plate Sizes total length is 14'. 2x4 De Fr #2 or Vertical Length No Splice better diagonal Less than 4' 0' 1X4 or 2X3 Vertical length shown brace; single Greater than 4' 0', but 2X4 less than 11' 6' in table above, or double cut 18' , 3X '� 45° (as shown) at L 1 "( y III , Q Greater than 11' 6' upper end. 0 0 0 �1 III■�� 1 + Refer to common truss design for 1I I ■■ i i peak, splice, and heel plates. Connect diagonal at / / / / /o tinuous Bearing A_ /1 Refer to the Building Designer for conditions midpoint of vertical web. Refer to chart above for no tifgPeP139%Q. length. not addressed by this detail. meWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI l IS> Trusses requlOORTre extremFURNISHe care hHIS DRAWING 7111 handling,CONTRACTORS INCLUDING THE INSTALLERS. \J ,,GliNEtr p REF ASCE7-10-GAB12015 fabricating, g shipping,Installing and bracing. Refer to and 19575 P 2 follow the latest edition of SCSI<Budding Component Safety Information,by TPI and SBCA) for safety DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI, s r , Unless noted otherwise, top chord shall have property attached structural sheathing and bottom chord ..,,<---------------%.,— shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs +�w' DRWG A12015ENC101014 lL,I1 l'1 I'� Ili shall have bracing Installed per SCSI sections B3, 137 or Al),as applicable. Apply plates to each face x �/J L II\\\pili of truss and position as shown above and on the Joint Details,unless noted otherwise. l� `I Refer to drawings160A Z for standard plate positions. _, AN ITW COMPANY Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from (\\L.:4/2015Z71" I this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling, shipping, (�/ y installation 6 bracing of trusses, 9 . o,lss°' �Qw MAX. TOT. LD. 60 PSF A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsiis ty solely for the design shown. The suitability and use of this drawing O/ o `N•N 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 6 Y' Earth City,MO 63045 For more information see this job's general notes page and these web sites: ,y ALPINE: www.alpineltw.comi TPI:www.tpinst.org; SBCA: www.sbclndustry.org;ICC: www.lccsafe.org Renewal Date 6/30/2017 MAX, SPACING 24,0'