Loading...
Plans (54) Alpine, an ITW Company v ` 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 ` Page I of 1 Document ID:1W5E7175Z2027090646 j qP `/0 5� 1 l g Truss Fabricator: Truss Components of Oregon L ` Job Identification: R_0717175 Model Code: IRC Truss Criteria: I RC2012/TP I-2007(STD) Engineering software: Alpine proprietary truss analysis software. Version 16.01, � eD PROFF Truss Design Loads: Roof - 42 PSF 0 1.15 Duration 0�5 �GIN .�`r�p Floor - N/A 19575 11 9 Rind - 120 !H (ASCE 7-10-Closed) ff Notes: FA 10/'7/2017 1. Determination as to the suitability of these truss components for the OREGON structure is the responsibility of the building designer/engineer of 9R °°•zo,+9� - record, as defined in ANSI/TPI 1. OL p 2. As show on attached drawings; the drawing number is preceded by: CAUSR7175 dtTAVTAI Details: 12015EC1-0BLLETIN-6ABRST10- Submitted by 0tH 09:06:45 10-27-2017 Reviewer: 0tH $ $ 14 Ref Description Drawing# Date • 1 71459--EGE 17300001 10/27/17 (0717175--JT ROTH CONSTRUCTION -Medallion Mdws lot 10 -- 14248 SW 118th Court TIG - EGE) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS&DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 DF-L 2400f-2.OE Bot chord 2x4 HF #2 This design shows repairs to change the support conditions as shown below. Truss "EGE": See drawing CAUSR7175 CAUSR7175 17206016 for original design. Webs 2x4 HF Std/Stud :M1 2x3 HF #2: Truss "E": See drawing CAUSR7175 CAUSR7175 17206016 for original design. 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT 11, EXP B, wind TC DL=6,0 psf, wind BC DL=4.2 Provide temporary support during repairs or modifications to trusses. psf. Trusses shall be inspected by truss manufacturer or local building Wind loads and reactions based on MWFRS with additional C&C member department after completion of repairs to assure compliance with design. Alpine designs and specfications. (S 2 or Truss designed to support 1-0-0 top chord outlookers and cladding load AttachltrussLto2one faceer asssh�ntwithm10d box nails (0.128"x3") at 4" o/c not to exceed 5.00 PSF one face and 24.0" span opposite face. Top chord throughout. Stagger nails in rows to avoid splitting lumber, must not be cut or notched, except as noted. Connections to building frame by others. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind NOTE: Truss designed using restraint as shown below. bracing requirements. Engineer Of Record for the structure shall design connections and structure to resist all reactions. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Use of truss designs for any particular project is the responsibility of the building owner or building design professional. ns No SLATE LATERAL CHORD Engineer of record shall approve truss designs SHIFT BITE 9 prior to fabrication. JT[10] W3X5 S 2.75 2X4 III 1.5X4 III 3X5---==, r-- P II 2-0-0 1 0 (S) 1-0-0 "'a\\\\\`�1\\ 1.5X4 til 1,5X4 III 3X5[10] IIIR=488 U=286 Rm=-1425 ft# torque Lc--2-0-0—›.) L 4-0-0._________,J PLT TYP. Wave Design Crit: IRC2012/TPI-2007(STD) itEO PROP FT/RT=2%(0%)/4(0) 16.01,1. / `rtS�O OR/-/1/-/-/R/- Scale =,4375"/Ft, Truss Components of Oregon (503)357-2118 •�WARNINGI••READ AND FOLLOW ALL NOM ON THIS BRANUM NG 825 N 4th Ave,Cornelius OR 97113 ••IMPORTANT* FURNISH THIS mwING To ALL CONTRACTORS INCLUDING THE INSTALLERS. �'! .e0 I) �, TC LL 25.0 PSF Trusses repairs extreme re in fabricating, handling, shipping, installing end bracing. Refer to and follow 10575 REF R7175- 71459 _ the latest edition of SCSI (Building Component Safety Information, by TPI and NTCA) for safer y to performing these functions. Installers spell provide and bracing otherwise,prior ' igi TC DL 10.0 PSF DATE 10/27/17 TRP chord shell have properly attached structural sheathingend per BCS1. Unless noted therwise, rigid gill bottom chord shall have properly attached / TA ica 83ng. Locations eshown for permanent lateral restraint of webs shall have bracing Installed per SCSI /- BC DL 7.0 PSF /� A applicable. Apply plates to each race of truss and position as shown above and on 11''J/20 7 DRW CAUSR7175 17300001 ■ M'` jr the blot patalla, unless Holed ptherwisa. RSPer to tlrawlrya,60A-Z for ateMartl plate position°. �w� — ' \VI l Alpine, a division oP ITN Building�ss necon Group Inc. shell nagresponsible farOREGON BC LL 0.0 PSF drawing, any failure to build the truss in conformance with ANSI/TPI ,.rp for handling, sh���g, from this CA-ENG GWH/GWH AN 11W COMPANY installation a bracing of trusses, ,� TOT.LD. 42.0 PSF A ape en eerie NrewlllG•f tirosowerd paps listing thl.of ebiII , I••t:e• R n.20,gees r SEQN- 127438 + A SeeleIbl Illy eelely far elf e•elgn•lawn. Cl TPICW11i ••e•Re�ne•of pfef wlenel npin••rinG OC0� 8351 Ruyan Carle fYpwlelbllley of the BuildingDaltY elw�••of col•droving ref ery atraxure Ie a "' Designer s ANSI/TPI I ene.f. •' DUR.FAC. 1.15 FROM BB Sacramento,CA95828 For more Information see this job's general notes ALPINE: wwFor weneltw.com; TPI: inst,org:RTCA: www sbcindusnd these web sites: rY•�m: ICC: ."`eaf°•erg MMAPSO/MOTO SPACING 24.0" JREF- 1W5E7175220 e 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 Cll 1x4 "L' Brace aK (ll 2x4 'L" Brace * (2) 2x4 'L" Brace ** (1) 2x6 'L' Brace ■ (2) 2x6 'L" Brace r(■ Gable Vertical NoBracing Group Species and Grades: SBraces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B GroupA: Spacing Species Grade S n L #1 / #2#3 4' 10' 8' 2" 8' 6" 9' 8" 10' 1' 11' 6' 12' 0' 14' 0' 14' 0" 14' 0' 14' 0' 14' 0' 14' 0" Spruce-Pine-Fir Hem-Fir a] / a2 Standard #2 aStud nds U Stud 4' 7' 7', 9' 8' 3' 9' 7' 9' 11' 11' 5' 11' 10" 14' 0' 14' 0' #3 Stud #3 Standard HF 8" 8' 2' 9' 7' 9' 11' 11' 5' 11' 10' 14' 0' 14' 0' 14' 0" 14' 0' CU o 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 Pinewww #1 5' 0' 8' 4' 8' 7" 9' 10" 10' 2' 11' B" 12' 1" 14' 0' 14' 0' 14' 0' 14' 0' #3 #3 —1 c S j #2 4' 10' 8' 2' 8' 6" 9' 8" 10' 1' 11' 6" 12' 0" 14' 0" 14' 0" 14' 0" 14' 0' Stud Stud _ #3 4' 8' 7' 0' 7' 5" 9' 3" 9' 11" 11' 5" 11' 11' 14' 0' 14' 0' 14' 0' 14' 0" Standard Standard d D F L Stud 4' 8" 7' 0" 7' 5" 9' 3' 9' 11" 11' 5" 11' 11' 14' 0' 14' 0' 14' 0' 14' 0" U Standard 4' 7" 6' 2' 6' 7" 8' 2" 8' 9" 11' 1' 11' 10" 12' 10' 13' 9" 14' 0" 14' 0" Group B: #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 � ) -- SPF #3 5' 3' 9' 3' 9' 9' 10' 11" 11' 4' 13' 0' 13' 7' 14' 0" 14' 0' 14' 0" 14' 0' #1 a Btr c_ U L 11- Stud 5' 3" 9' 3" 9' 7' 10' 11" 11' 4' 13' 0' 13' 7" 14' 0' 14' 0' 14' 0" 14' 0' #1 >CU O I f 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 J P #2 5' 6" 9' S" 9' 9' 11' 1' 11' 6" #2 13' 2' 13' 9' 14' 0' 14' 0" 14' 0' 14' 0' #2 #1 5' 5' 8' 6" 9' 1" QJ #3 11' 0' 11' 5' 13' 1' 13' 8' 14' 0" 14' 0' 14' 0' 14' 0' 1x4 Braces shall be ORB (Stress-Rated Board. DFL Stud 5' S" 8' 6' 9' 1" 11' 0" 11' 5' 13' 1" 13' 14' 14' 0' 14' 0" 14' D" Standard 5' 3" 7' 6" 8' 0" 10' 0" 10' 9' 13' 0' 13' 7" 14' 0" 14' 0" 14' 0' 14' 0" w"'For 1x4 So. Pine use only Industrial 55 or 0 #1 / #2 6' 1" 10' 4' 10' 8" 12' 2" 12' 8' 13' 2" 14' 0" 14' 0' 14' 0' valuesuesrial 45 Stress-RatedsdiththeseBoards, Group. B _ S P F 14' 0" 14' 0" may be used with 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 — Stud 5' 9" 10' 2" 10' 7" 12' 0' 12' 6' 14' 0" 14' 0" 14' 0' 14' 0" Gable Truss Detail Notes: Standard 5' 9' 19'0 4' 9' 11' 12' 0' 12' 6" 14' 0' 14' 0' 14' 0" 14' 0' Wind Load deflection criterion is L/240. 14' 0" 14' 0' 14' 0' 14' 0' Provide uplift connections for 35 plf over X #1 6' 4" 10' 6' 10' 10" 12' 4' 12' 10" 14' 0" 14' 0' 14' 0' 14' 0' 14' 0" 14' 0' continuous bearing (5 psf TC Dead Load). d #2 6' 1' 10' 4' 10' 8" 12' 2" 12' 8' 14' 0' 14' 0' 14' 0° 14' 0' 14' 0' 14' 0' #3 5' 11' 9' 10' 10' 6" 12' 1' 12' 7" Gable end supportsoverhang,load from l o overhang,14' 0" 14' 0' 14' 0' 14' 0" 14' 0" 14' 0' with 2' 0' or 12" plywood ‘--t D F L Stud 5' 11" 9' 10' 10' 6" 12' i° 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' 1 About It- !' Synrn Ir Attach 'L` braces with (Cd (0,128'x3,0' min) nails. able Truss � 0 31E For (1) 'L' brace: space nails at 2' o,c. Diagonal brace option: In 18' end zones and 4' o.c. between zones. 31C 31EFor (2) 'L" braces: space nails at 3" o.c. vertical length may be j T in 18' end zones and 6' o.c, between zones. doubled when diagonal 18' ; 0 brace is used. Connect 'L" bracing must b:0Tcaga6Dt:rneh inimumof 80ofwebdiagonal brace for 335# Iv , memberlength.at each end. Mnx webBraceT ,;.total length is 14'. GableVerPlateSizeVerticalLNoSplice2x4 DF-L #2 orLessthan 414o2X3better diagonal 1 Greater than 4' ', but Vertical length shown brace; singlelessthan12Xin table ¢hove. or double cut18' 31E45' + 0Gre¢ter than 11' 6'' L_ 1 3X <asshown) at : + Refer to common truss design forupper end. 111 ' I> peak, splice, and heel plates. /0/18":::/ / continuous Bearing p /Connect diagonal at i12'0 RefertotheBuildisigner for conditions midpoint of vertical web. 1 Refer to chart above for it. not addressed by this detail. gth. ”WARNINGI READ AND FOLLOW ALL NOTES ON THIS DRAWING! �` �G 1N l.4.n /OA wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C -r ` REF ASCE7-10-GAB1z015 Trusses require extreme care in fabricating,handling, shipping,installing and bracing: Refer to and 19575 /^� follow the latest edition of BCSI (Building Component Safety Information,by Tel and SBCA)for safety r % DATE 10/01/14 practices prior- to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shalt hove properly attached structural sheathing and bottom chord G' hall have properly attached rigid[ening. Locations shown for permanent lateral restraint of obs DRWG A12015ENC101014 [Ji '--N[ 1- l'I[ shall have bracing installed per BCSI sections H3, BT or .BID,as applicable. Apply plates to each feats f lug\\",,J of truss and position as shown above and on the Joint Details,unless noted otherwise. I�OREGONO 7 L Refer to drawings 1604-Z for standard plate positions. AN ITW COMPANY Alpine,o division of ITW Building Components Group Inc. shall not be responsible for any tlevlatlon from this drawing,any failure to build the truss in woof ornance with ANSI/TPI I,or for handling, shipping, ''2//17 installation B bracing of trusses. '9R °n.Yu 1st MAX, TOT, LD, 60 PSF A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional engineering responsibility solely for the design shown. The suitability rind use of this drawing t 13389 Lakefront Drive for any structure is the responsibflity of the Building Designer per ANSI/TPI I Sec.2. O`► Earth City,MO 63045 For more information see this Job's general notes page and these web sites: ALPINE'. www.alpineitw.conl TPI: www.tpinst.orgi SBCA: www.sbclndustry.org;ICC: www.lccsafe.org Renews9l30l2019 MAX, SPACING 24,0" Gable Detail For Let-in Verticals Gable Truss Plate Sizes Abou sym.t Q Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. +ORefer -to Engineered truss design for peak, splice, web, and heel plates. © ®If gable vertical plates overlap, use a single plate that covers the total area of r the overlapped plates to span the web. I "11111111111::::44144411111r .NoliO Go tiob © © 1114" ver LenExamples 2X4 . toil 2X4 % 2X8 "T" Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing MemberMemmbeer © © Toe-nail - Dr _ V M` /� End-nnil w �, iii �: © O 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. �) 1 10d Common (0.148"x3",min) Toenails at 4' o.c. plus 11 11 (4) toenails in the top and bottom chords. Web Length Increase w/ "T" Brace 4 Nails I This detail to be used with the appropriate Alpine gable detail for ASCE "T" Reinf. 'T' Reinforcing Mbr. Size Increase —]-- 1 Member wind load. 2x4 30 ASCE 7-05 Gable Detail Drawings Example: 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 Gable Detail Drawings 4• S.C. A11515ENCID1014, A12015ENC101014, A14015ENC101014, A16O15ENC101014, Gable nfo trot =Member Size #3 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, T" Reinforcing Size = 2x4 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, "T" Brace Increase (from Above) = 30% = 1.30 AI8030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 (i) 2x4 'L" Brace Length = 8' 7' Maximum "T" Reinforced Gable Vertical Length See appropriate Alpine gable detail for maximum unreinforced gable vertical length, 1.30 x 8' 7" = 11' 2" �) 4 Nails �-'. Ceiling wswARNING!ww READ AND FOLLOW ALL NOTES ON THIS DRAWING! GIN "n A r ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 19575 _!' Y REI LET—IN VERT Trusses require extreme care in fabricating,handling, shipping,installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) for safety /r DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSI. Unless noted otherwise, top chord shalt have properly attached structural sheathing and bottom chord /' j shall hove a properly attached rigid ceiling. Locutions shown for permanent lateral restraint of webs DRWG GBLLETIN1014 w. Q shall have bracing installed per HCS! sections B3, H7 or 010, ns appticnble, Apply plates to each ince 1 /20 7 I; iJ of truss and position as shown above and on the Join{ Details, ----- __._-_ ___-__.__ lJ _ i i Refer to drawings 160A-Z for standard plate positions. u^l¢ss nota otnerws¢, OREGON7 -I AN ITW COMPANY Alpine, a division of ITW Building Components Group Ina shall not be responsible for any aevla tion £ran "l�2/��/ this drawing,any fallure to build the truss In conformance with ANSI/TPI 1, or £or handling, shipping, installation s bracing of trusse gjQO n.Z9 19-�� MAX. TpT, LD. 60 PSF x A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional L W w engineering responsibility solely for the design shown. The suitability and use of this drawing 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.e. DUR. EAC. ANY Earth City,MO 63045 For more information see this Job's general notes page and these web sites. Renews 8/90/2079 ALPINE, www.alpineitw.comi TPD www,tpinst.orgi SBCAw www.sbcindustry,orgi ICC' www.iccsofe.org MAX. SPACING 24,0" ASCE 7-10: 120 mph, 30' Mean Height, Closeo, Exposure C Common Resioential Goole Eno in Bracing Requirements - Sti- -Peners 120 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6" - no stud bracing required 100 mph, 30ft, Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30ft, Mean Hgt, ASCE 7-10, Part. Enclosed, Exp C, H Greater than 4'6" to 7'6" in length Kzt = 1.00, Wind TC DL=5,0 psf, Wind BC DL=5.0 psf, provide a 2x6 stiffback at mid-height and brace stiffback to roof diaphragm every 6'0" (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014), Top: Continuous roof sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6" to 12'0" max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof diaphragm every 4'0" (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014), on this detail. 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, Ali 2X4 Blocking nailed to ,�♦ 45° sheathing and 24" Max `► 1111111 each truss (Typ) 4.0 H ®�® ® ® ® W® . 2X4 DF-L #2 H/2 or better diagonal brace. Attach each endX 111111 for 560#, t x x y i i i i •• 11111 • .. • I 1�1\ ontinuous Bearing — 2x6 #2 Stiffback attached to each Stud w/ (4) 10d box or gun (0,123" X 3", min.) nails, ¢EOPROFk'S esVARNINGIes READ AND FOLLOW ALL NOTES ON THIS DRAWING! \ GliiVgc- SQA REF GE WHALER ...IMPORTANT..FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Y 19575 quire extreme care in fabricating, handling, shipping,Installing and bracing. Refer to and 9 Trusses re DATE 10/01/14 follow the latest edition of BCSI <Building Component Safety information, by TPI and SOCA) for safety j' \\ practices prior to performing these functions. ins tatters shall provide temporary bracing per Unless not etl otherwise, top chord shall have properly attached structural sheathing and bottom chord / shall have a properly attached rigid telling. Locations shown for permanent lateral restraint of webs DRWG GABRST101014 n I I'<- shall have bracing installed per SCSI sections B3, 87 or BIO, as applicable. Apply plates to each face 1 /20 //J I I._)II fl J of truss and position asshown above and on the Joint Details,unless noted otherwise. L LI _ Refer to drawings 160A-S for standard plate positions. io9 N AN ITW COMPANY this ° division of ITU Building Components Group Inc. shall not be responsible for any deviation from tea. is drowing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, 0"i19#n.20 •r MAX, TOT, LD, 60 PSF installation 4 bracing of trusse O A seal on this drawing or cover page fisting this drawing,incicotes acceptance of professional I W,N0 engineering responsibility solely for the design shown. The suitability and use of this drawing 13389 Lakefront Drive for any structure is the responsibility of -the Building Designer per ANSI/TPI I Sec.2. Earth City,MO 63045 For more Information see this Job's general notes page and these web sites, Renews W30/2019 MAX. SPACING ALPINE, www.alpineitw.comi TPI, www,tpinst.orgi SBCA, www.sbcindustry,orgi ICC, www.iccsnfe.org