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Plans (32) Alpine, an ITW Company 8351 Rovana Circle Sacramento,CA 95828 (916)387-0116 Page 1 of 1 Document ID:1VU47175Z0715160406 Truss Fabricator: Truss Components of Oregon Job Identification: 0916081--PARR FOREST GROVE -GreyStone Eli Addition -- 16145 sw Grimson ct TIGARD Model Code: I RC Truss Criteria: I RC2012/TPI-2007(STD) EQ PROF �G� Engineering Software: Alpine proprietary truss analysis software. Version 16.01. Truss Design Loads: FRoof -l oor - N/APSE w 1.15 Duration 0 �5 �aG%NFA. "% 11/ 83294PE •y Wind - 120 MPH (ASCE 7-10-Closed) a Notes: 1. Determination as to the suitability of these truss components for the OREGON structure is the responsibility of the building designer/engineer of /` `t/tYf4,sod' record, as defined in ANSI/TPI 1. eel!Tar 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 R -1 ,;1•.'x''2018 Details: 12015EC1-GBLLETI N-GABRST10-BRCLBSUB- Submi tted by RTT 16:04:14 09-15-2016 Reviewer: RTT $ $ # Ref Description Drawing# Date 1 28527--AGE 16259025 09/15/16 2 28528--A 16259024 09/15/16 3 28529--AG 16259160 09/15/16 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( 0916081--PARR FOREST GROVE -GreyStone Eli Addition -- 16145 sw Grimson ct TIGARD - AGE ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wind BC Webs 2x3 HF #2 :W1, W2 2x4 HF Std/Stud: DL=4.2 psf. Truss desi gned to support 1-0-0 top chord outl ookers and cladding load Wi nd loads and reacti ons based on MFRS with additional C&C member not to exceed 5.00 PSF one face and 24.0" span opposite face. Top design. chord may be notched 1.5" deep X 3.5" at 48o/c along top edge. DO NOT OVERCUT. No knots or other I umber defects al I owed wi thi n 12" of Provi de I ateral wi nd brad ng per I TWBCG wi nd brad ng detai I s or per notches. Do not notch I n overhang or heel panel. engi neer of record. 2X3 studs requi re rei nforcement at 70% of the I ength tabul ated for 2X4 studs of the same grade. See DWGS A12015ENC101014, GBLLETIN1014, & GABRST101014 for gable wind braci ng requi rements. Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive Ioad applied per IRC-12 section 301.5. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead I oad is 1.50. Truss desi gned for unbal anced snow I oad based on Pg=25.00 psf, Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= i � —� 3 3-8-6 3 r— 11 i , oi i i i i i i i l i 9-0-0 I 2X, (A )= 4 (S•S R \\\ 4X5( RS)(•) // 2X4(A1 LE1-6-0 -1 I-E1-6-0 3-11-15 >I< 9-6-2 >I< 3-11-15 >I 3-11-15 4-9-1 4-9-1 3-11-15 1 17-6-0 Over Continuous Support R=115 PLF U=3 PLF W=17-6-0 RL=3/-3 PLF Note: Al I PI ates Are 1. 5X4 Except As Shown. CEO PROp . Design Crit: I RC2012/TPI -2007(STD) �GS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. •eGAj .GANF4.► yp OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon ((503))357-2118 "WARM Nal"" READ Aro FOLLOW ALL NOTES ON THIS DRAWING! — 825 N 4tla Ave,Cornelius OR 97113 ••I WPB1 TANT•• FURNISH THIS DRAWING TO ALL coNrWAOTORS I xc�l no THE INSTALLERS. /lyj/ 83294PE 7.TC LL 25. 0 PSF REF R7175- 28527 Trusses requl re extreme care I n fabri cat!ng, handl I ng, shi ppl ng, I natal I I ng and braci ng. Refer to and fol l ow IL the latest edl Lit on of BCSI (Boll di ng Component Safety I nformati on, by TPI and WTCA) for safety practices prior I' DL 10.0 PSF DATE 09/15/16 to performing these functions. Installers shall provl de temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rl gl d cel I 1 ng. Locations shown for permanent I ateral restral nt of webs shall have bracing installed per Bcsl I C DL 7. 0 PSF DRW CAUSR7175 16259025 � sections 63, 57 or 510, as Opel I cabl e. Apply plates to each face of truss and poll tine as shown above and an ,4� i O \\\VII 1 the Joint Details, unless noted otherwl se. Befer to drawl ngs t60A-Z for standard plate post t1 ens. O�l BC LL 0.0 PSF CA-ENG CWC/RTT I AI col noel a tll vl sl on of I TW cul I dl ng Components Group Inc. shat I not be responsl bl a for any tlevl antl on from thl s drawl ng, any failure to build the truss I n conformance wi th ANSI/TPI 1, or for handl Ing, shl pp!ng, AN 11W COMPANY Installation&bracing of trusses. �4 4/1.Y14,2p0� m TOT. LD. 42.0 PSF SEAN- 68021 A seal en this drawl nW or cover page listing this drawl rico I ndl cotes acceptance of profeasl coal engl neeri nW ` responsi bi I 1 ty moldy for the deal gr1 listing. TM Sul tebl l I ty mea use of thl s drwl nW for any ett„etare l a tea "'Sell Tar DU R. FAC. 1. 15 FROM B B 8351 Rovana Cycle responsibility of the Bul 1 dl rip Designer per ANSI/IPI 1 Sec,S. IQ Sacramento,CA95828 For more Infonmatl on see this Job's general notes page and these web sites: Renewal 8/30/2018 SPACI NG 24. 0" JREF- 1VU47175Z07 ALPI NE: vwnv.al col mel to.corn; TPI: once.tpl nst.erg: WTCA: wwx.sbcl ndustry.cam; ICC: new.I ccsafe.org THI S DWG PREPARED FROM COMPUTER I NPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. ( 0916081--PARR FOREST GROVE -GreyStone Eli Addition -- 16145 sw Grimson ct TIGARD - A ) Top chord 2x4 HF #2 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot chord 2x4 HF #2 anywhere i n roof, RISK CAT II, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs 2x4 HF Std/Stud DL=4.2 psf. Bottom chord checked for 10.00 psf non-concurrent bottom chord live Wind Ioads and reactions based on MWFRS with additional C&C member oad applied per IRC-12 section 301.5. design. Deflection meets L/360 Iive and L/240 total I oad. Creep i ncrease Truss desi gned for unbalanced snow I oad based on Pg=25.00 psf, factor for dead load is 1.50. Ct=1.10, Ce=1.10, CAT II & Pf=21.17 psf. 4X5= I 4X5(SRS)(R) \\\ 6 % 6 3 3-8-6 s r � S r mig 1, 5X4 III 3X10= /// ` Om 9-0-0 4 X5(SRS)(R)3X5( 1)= 1. 5X4 III 3X5(A1) 1‹1-6-0›.1 LE1-6-0>i E 3-11-15 H< 4-9-1 o< 4-9-1 >< 3-11-15 3-11-15 I 4-9-1 I 4-9-1 3-11-15 17-6-0 Over 2 Supports :-_-] R=904 W=5.5" (1.5" mi n.) R=904 W=5.5" (1.5" mi n.) RL=47/-47 EO PROF Desi gn Cr!t: I RC2012/TPI -2007(STD) ,tk� FS PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. 0e% h QIdN,F4p. © OR/-/1/-/-/R/- Scale =. 375"/Ft. Truss Components of Oregon (503)357-2118 ""WARN!NG1" READ MoFOLLOW ALL NOTES ONTHISCRAM NGl 4 8329 111 4PE TC LL 25. 0 PSF REF R7175- 28528 825 N 4th Ave,Cornelius O 97113 eel IPoRT?NT" FTAIIII SH THIS DRAM NG To ALL CONTRACTORS I NCLODI NG TIE I NSTALLERS. Ad Trusses regal re extreme care I n fabri cat]ng, handl I n shi //- the latest edition of BCSI Bul I din Can Iatl ng, I ysTPI I Ind and brfot ns. Refer to and fol i or DL 10.0 PSF DATE 09/15/16 ( g Component Safety de tempoiar, by TPIiand WBCSI for lessty teaeothor l se, 15 to perform!hg I thesev fproperluncti y. (achests ctur psheite temporary tomethg per all eta ps noted attachide, _ top0411114, chord Isng.1 Lhoce ionsesho attached msanentuIal sheathing restg and bottom chordalshave have n properly dtperhI C DL 7. 0 PSF rl ci a cel I I ng. orcBin, a shown for e. Apply I latest ooeachl nt of fats ssat 1 have tront as I hownl I ed per BCSI DRW CAUSR7175 16259024 ALL=)[I_ I thee)of n BD, 07 or, Bel, as otet I cable. e. y fl rtes to each face of fors and position pase shown on above and on J Nthe , Mdialsl nor IT noted ongeCo se. Refer Gr to Inc.dcshe l 0ot2 for standard afore ny eviat. 0ik BC LL 0.0 PSF CA-ENG CWC/CWC l Al pi ne, a dl al sl on or I by Bul 1 dl ng truss recon Group I . shat I not be responsiorforb1 a for any i epi ate on from tel s drawl ng, any fat I are to but I d the truss I n conformance wl th ANSI/TPI 1, or for handl I ng, slit pal ng, AN ITW COMPANY installation&bracing of trusses. �4 tZry14,26� e TOT. LD. 42.0 PSF SEQN- 68017 A teal on flit a draw np er Cover papa Vet!np flits draM np I nal etas a�ptanc.oT prof...oral entre np 8351 Rosana Circle • responal bil I ty of the Be!Id re Deallper ANSI/TPI tI Sect 2.ad Da.of tela dratnp for any atrvcturo I.tM `r3ell Tari• OUR. FAC. 1. 15 FROM BB Sacramento,CA9ss28 For more information see this Jots general notes page and these web sites: Renewal 8/30/2018 SPACI NG 24.0" JREF- 1VU47175Z07 ALPI NE: waw,al pi net tw.corn; TPI: www.tel net.org; OTC^: www.sbci ndustry.Com; ICC: won.iccsafe.org THI S DWG PREPARED FROM COMPUTER INPUT (LOADS & DI MENSI ONS) SUBMITTED BY TRUSS MFR. (0916081--PARR FOREST GROVE -GreyStone Eli Addition -- 16145 sw Gri mson ct TIGARD - AG) Top chord 2x4 HF #2 2 COMPLETE TRUSSES REQUIRED I z t Bot chord 2x6 DF-L SS Webs 2x4 HF Std/Stud :W3 2x4 HF #2: Nai I Schedul e:O.120"x3", mi n. nai I s Top Chord: 1 Row @12.00" o.c. 120 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located Bot Chord: 1 Row @ 5.75" o.c. anywhere i n roof, RISK CAT I I, EXP B, wi nd TC DL=6.0 psf, wi nd BC Webs : 1 Row @ 4" o.c. DL=4.2 psf. Use equal spaci ng between rows and stagger nails in each row to avoi d spl i tti ng. Wi nd I oads and reacti ons based on MWFRS. (a) Conti nuous lateral restrai nt equal I y spaced on member. Gi rder supports 20-0-0 span to BC one face and 2-0-0 span to TC/BC split opposite face. Deflection meets L/360 Iive and L/240 total load. Creep increase factor for dead I oad i s 1.50. JT PLATE LATERAL CHORD No SI ZE SHIFT BITE [ 6] W1.5X4 S 2.75 [17] W1.5X4 S 2.75 5X5(R) III 6 1 �� 16 8X8 i1,08X8 10111111.1.11.111.111111 3 3-8-6 3 0-3-14 0-3-14 .111111ti i = 9- 1.5X4[6] III 6X8= 1.5X4[17] III 3X12(A1)= 3X12(A1) LEI-6-0 -11-<1-6-0 -1 E 3-11-15 >I< 4-9-1 >I< 4-9-1 >I< 3-11-15 >1 3-11-15 I 4-9-1 I 4-9-1 1 3-11-15 17-6-0 Over 2 Supports >{ R=4130 W=5.5" R=4130 W=5.5" Desi gn Cri t: I RC2012/TPI -2007(STD) CEO PROP . PLT TYP. Wave FT/RT=2%(0%)/4(0) 16.01. f. r GUM —00 OR/—/1/—/—/R/— Scale =. 375"/Ft. Truss Components of Oregon 1503)357-2118 **WARN!NO!" READ Aro FOLLOW ALL NOTES ON THIS ERAWINGI REF "7175— 28529 pp 12 ) O 825 N41hAve,Cornelius O 97113 w'I T ww FURNISH THIS DRAWING To ALL CONTRACTORS INCLUDING THE INSTALLERS. £ �/ 83294PE � 2 TC LL 25.0 PSF Trusses require extreme care I n fabri cat!ng, handl I ng, she ppl ng, instal 11 ng and braci ng. Refer to and fell ow fy 11 the I atest edl ti on of SCSI (Bpi I ding Component Safety I nformatl on, by TPI and WTCA) for safety practices pr!or .i /— DL 10.0 PSF DATE 09/15/16 Ta to perform)ng these funetl ens. Installers shall prowl de temporary bracing per BCSI. Unless noted otherwl se,4411164 — top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached BC DL 7.0 PSF rigid cel I I ng. Locate ons shown for permanent lateral restral nt of webs shall have bract ng I nstal I ed per a DRW CAUSR71 75 16259160 �1 thet!oin B3, a7 s, BIG, s ote)I cthlr. e. y pinto to eachiface of truss and postl to pas as tan above and on the Joint RI s, unl ess noted cablotherwl se. Refer to drawl cgs 160A-Z for standard plate post ti ons. AI pine. a dl vi sl on of I TI Elul I di ng Components Group Inc. anal I not be responsi bl a for any dewi atl en from this obwmo4 BC LL 0.0 PSF CA-ENG RTT/RTT drawl ng, any fat l failure to but 1 d the truss 1 n conformance wl th ANSI/TPI 1, or for handl l ng, shi ppi ng. AN ITW COMPANY Installation&bracing of trusses. 13 C TOT. LD. 42.0 PSF SEAN- 68234 raspan bi I 1 ty sol el ygor for tledesi gg`n slh`rnn.ng TThe su1 ab!I ng, I ty and suss of tel sndreed no tsrr any atr cltaraa°I anih. (/ VtI;Y 14,266% Q/ 8351 Revana Circle respolsl bl l I ty of the Bul I di ng Deal goer per Nal/TM 1 Sec.2. es a�I Tara DU R. FAC. 1. 15 FROM BB sausmeam,CA95828 Far more Information sea this Job.r general notes page and these web setas: SPACI NG 24.0" JREF- 1VU47175Z07 ALPI NE: www.al pi Rel tw.can; TPI: www.tpl test.erg: WICA: www.sbcl ntlustry.cam; ICC: wow.I ccsafe.org Renewal 6/30/2018 Gable Stud Reinforcement Detail ASCE 7-10: 1C0 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1:00 Br: 100 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or: 100 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 "L" Brace w (1) 2x4 "L" Brace 5 (2) 2x4 "L" Brace ** (1) 2x6 "L" Brace 5 (2) 2x6 "L" Brace sw Gable Vertical No Bracing Group Species and Grades: Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A, S.9— #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 '��Itl: #3 4' 7" 7' 9" 8' 3" 9' 7" 9' 11" 11' S" 11' 10' 14' 0" 14' 0" 14' 0" 14' 0" #1 / #2 Standard #2 Stud CJ) U #3 Stud #3 Standard Stud 4' 7" 7' 8' 8' 2' 9' 7" 9' 11" 11' 5" 11' 10' 14' 0" 14' 0" 14' 0' 14' 0" • Q Standard 4' 7" 6' 7" 7' 0" 8' 10" 9' 5" 11' 5" 11' 10" 13' 10" 14' 0" 14' 0" 14' 0' Douglas Fir-Larch Southern Pineese OJ #1 5' 0" 8' 4" 8' 7' 9' 10" 10' 2" 11' 8" 12' 1" 14' 0" 14' 0" 14' 0" 14' 0' #3 #3 S P #2 4' 10" 8' 2" S' 6" 9' 8" 10' 1" 11' 6" 12' 0" 14' 0" 14' 0' 14' 0' 14' 0" Stud Stud Standard Standard #3 4' 8" 7' 0" 7' 5" 9' 3" 9' 11" 11' 5" 11' 11" 14' 0" 14' 0' 14' 0" 14' 0" • C u DPL Stud 4' 8" 7' 0" 7' 5" 9' 3' 9' 11" 11' 5" 11' 11' 14' 0" 14' 0' 14' 0" 14' 0" UStandard 4' 7" 6' 2" 6' 7' B' 2" 8' 9" 11' 1' 11' 10' 12' 10" 13' 9" 14' 0" 14' 0' Group BI _ #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 -}-> - 5 DF #3 5' 3" 9' 3" 9' 9" 10' 11" 11' 4" 13' 0" 13' 7" 14' 0" 14' 0" 14' 0" 14' 0" #1 E Btr • U __ Stud 5' 3" 9' 3" 9' 7" 10' 11" 11' 4" 13' 0" 13' 7' 14' 0" 14' 0" 14' 0" 14' 0" #1 Qi Q Standard 5' 3' 8' 1" 8' 7" 10' 10' 11' 4" 13' 0" 13' 7" 14' 0" 14' 0" 14' 0" 14' 0" Douglas Fir-Larch Southern Pine... > #1 5' 9" 9' 6" 9' 10" II' 3" 11' 8" 13' 4' 13' 10" 14' 0" 14' Cl` 14' 0" 14' 0' #1 #1 5 D #2 5' 6" 9' 5' 9' 9" 11' 1" 11' 6" 13' 2' 13' 9" 14' 0" 14' 0' 14' 0` 14' 0" #2 #2 DF 1t4 Braces shall be SRB (Stress-Rated Board). #3 5' 5" 8' 6" 9' 1° 11' 0" 11' 5" 13' 1" 13' 8" 14' 0" 14' 0" 14' 0" 14' 0" U D r _ Stud 5' 5' 8' 6" 9' 1" 11' 0' 11' S" 13' 1" 13' 8" 14' 0' 14' 0" 14' 0' 14' 0" wwwFor 1s4 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' Lndustrial 45 Stress-Rated Boards. Group B #1 / #2 6' 1" 10' 4' 10' 8' 12' 2" 12' 8' 13' 2' 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" values may be used with these grades. C� _ S F #3 5' 9" 10' 2" 10' 7" 12' 0' 12' 6" 14' 0' 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" Gable Truss Detail Notes: L✓5J U ^r Stud 5' 9" 10' 2" 10' 7" 12' 0" 12' 6" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" Wind Load deflection criterion Is L/240. Q r Standard 5' 9" 9' 4' 9' 11" 12' 0" 12' 6" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0' Provide uplift connections for 35 plf over x #1 6' 4" 10' 6" 10' 10" 12' 4" 12' 10" 14' 0° 14' 0" 14' 0" 14' 0" 14' 0' 14' 0" continuous bearing (5 psf TC Dead Load). a #2 6' 1" 10' 4" 10' 8" 12' 2' 12' 8' 14' 0° 14' 0" 14' 0' 14' 0' 14' 0' 14' D" Gable end supports load from 4' 0' outfookers #3 5' 11' 9' 10' 10' 6" 12' 1' 12' 7" 14' 0" 14' 0" 14' 0" 14' 0' 14' 0" 14' 0' with 2' 0° overhang, or 12' plywood overhang, D rr L Stud 5' 11" 9' 10" 10' 6" 12' 1" 12' 7' 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" 14' 0" Standard 5' 9" B' B' 9' 3" 11' 7" 12' 5" 14' 0" 14' 0" 14' 0" 14' 0' 14' 0" 14' 0" Sy mm ' / , About Attach 'L' braces with lOd (0,128'x2,0" min) nails, �� Gable Truss � 0 3k For (1) "L' brace, space nails at 2' ac. / In 18' end zones and 4' o.c. between zones. **F r Diagonal brace ogptlonl �/ X18 L boradn) d zones a minm umec.nalts at betweenq zone vertical length may be / in 18' end zones oand 6" o. es. doubled when diagonal 0 brace is used. Connect �` 0 member length, of 80% of Web diagonal brace for 3350 i'/ "L" — at each end, Max web Brace 4 Gable Vertical Plate Sizes total length is 14'. — ** , ' Vertical Length No Splice / 2x4 DF-L #2 or 1 Less than 4' 0' 1X4 or 2X3 better diagonal T — 1 Greater than 4' 0", but 2X4 Vertical length shown IIIbrace; single 18" , less than 11' 6' in table above. / 450 or double cut /11 Greater than 1r 6' 3X / (as shown) at _ i 0 + Refer to common truss design for upper end. hI P� 0 I� �n7 II LI � LI l 0 LI —U LI 0 � peak, splice, and heel plates. Connect diagonal at / / ;/ /'Continuous Bearing/" P / fi%e '' �n %/ Refer to the BuildingyDesigner for conditions midpoint of vertical web. Refer to chart above for n. .(fin.'' .i it-: IN not addressed by this detail. eeWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING! 4' G%N � E /p wwINPORTANTwV w FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 0 - n RErI- ASCE7-10-GAB12015 Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and 49 V 83294PE _7' 17�\ follow the latest edition of BCS! (Building Component Safety Information, by TPS and SPCA) for safety DATE 10/01/14 practices prior Co performing these functions. Installers shall provide temporary bracing per BCS!, _ Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord _ J - shall have a properly attached rigid telling. Locations shown for permanent lateral restraint of webs DRWG A12015ENC101014 ��._A , shall have bracing osi iontased per above and on th, t Deas applicable. Applyt rwtes to each face IIG J '`V1 of truss and position as shown above and the Joint Details, unless noted otherwise. L Refer to drawings 1604-Z for standard plate positions. AN ITW COMPANY Alpine, a division of ITW Building Components Group Inn. shall not be responsible for any deviation from n this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, 47 ,�, installation a bracing of trusses. 'A = -iX. TOT. LD. 60 PSF w A seal on this drawing or cover page Listing this drawing, Indicates acceptance of professional 4 `110'14,2°4 �� .-------- engineering responsibility solely for the design shown. The suitability and use of this drawing n 13389 Lakefront Drive for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sect. wp ween Tar Earth City,MO 63045 For more information see this job's general notes page and these web sites: I -ALPINE: www.nlpineltw.con; TPt:ewww.tpinst.erg; SBCA: www.sbclndustry,erg; ICC: rvwwAccsnfe.org Wa18130�� MAX. SPACING 24,0" Cable De - ail For Let-in Verticals Gable Truss Plate Sizes Sym' 4 + Refer to appropriate Al ina able detail for ,, AboutP' 9 minimum plate sizes for vertical studs, itil4 4140614444406444, .K �' ()Refer -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 the overlapped plates to span the web. Gable �o 5 elVertical + Example: 2X4 typ. III % 2X4 I2X8 "T" Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member 8 1" 12 Toe-nail - Or - End-nail i w a �, • © + To convert from "L" to "T" reinforcing members, Provide connections for uplift specified on the engineered truss design. multiply "T" increase by length (based on appropriate Alpine gable detail). Attach each 'T" reinforcing member with End Driven Nails; Maximum allowable "T" reinforced gable vertical 10d Common (0,148"x 3,°,min) Nails at 4' o.c. plus length is 14' from top to bottom chord. (4) nails in -the -top and bottom chords, "T" reinforcing member material must match size, specie, and grade of the "L" reinforcing member. Rigid Sheathing Toenalled Nails: 10d Common (0.148"x3",min) Toenails at 4' oc, plus Web Length Increase w/ "T" Brace )744 Nails 1 A (4) -toenails in the top and bottom chords. "T" Reinf. •T' This detail to be used with the appropriate Alpine gable detail for ASCE Mbr, Size Increase Reinforcing wind load. Member 2x4 30 ASCE 7-05 Gable Detail Drawings Example: 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wlnd Speed = 120 mph Gable Nails A13030051014, A12830051014, A11030051014, A10030051014, A14030051014 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' 0.0, A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, "T" Reinforcing Member Size = 2x4 A18015ENC1O1014, A20015ENC101014, A20015END101014, A20015PED101014, "T" Brace Increase (From Above) = 30% = 1.30 A1153OENC101014, AI203OENC101014, A1403OENC101014, A16030ENC101014, (1) 2x4 "L" Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 Maximum "T" Reinforced Gable Vertical Length 1.30 x 8' 7" = 11' 2" See appropriate Alpine gable detail for maximum unreinforced gable vertical length. T 4 Nails " i =� Ceiling A 9� 3 PROpSSS wwWARNINGIww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI 83294PE Z wwIHPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING TI-IC INSTALLERS. dW '1' REF LET-IN VERT Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and AG owI. follow the latest edition of SCSI <Building Component Safety Information, by TEl and SBCA> for safety DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. ��, Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord "�,-� shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs DRWG GBLLETIN 1014 I A shall have bracing Installed per BCSI sections B3, B7 or BIO, as applicable. Apply plates to each face �p1�C I^n'L x ' ,\ ' of trussand position as shown above and on the Joint Details, unless noted otherwise. 0 RC*lVl./Mli`I' �� ' v Refer- to drawings 160A-Z for standard plate positions. Alpine, a division of ITS BuildingComponents GroupInc. shall not be r 6' 415/16 0� G AN ITW COMPANY this drawing, ponesc responsible I, orble for any ,deviation from �j, any failure to build the truss in conformance with ANSI/TP[ 1, for handling, shipping, (10.0 LY14�20 a MAX, TOT. LD. 60 PIE Installation g� bracing of trusse � v'I V A seal on this drawing or cover page listing this drawing, indicates acceptance of professional NV Tan° ------ engineering responsibility solely for the design shown. The suitability and use of this drawing JCR, FAC. ANY 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Earth City,MO 83045 For more information see this Job's general notes page and these web sites: Renewal 6/30/2018 ALPINE: www,alpineltw,conl TPI' www,tpinst,orgi SBCA' wwwsbclndustry.orgi ICC: www.iccsafe.org MAX. SPACING 24.0" ASCE 7-10: 120 mon, 30' Mean Heignt, Closet ; Ex3osure C Common Residential Gable Eno Wino Bracing Requirements - Sti-P-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: 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 B 6" o,c, //1// � ' 2X4 Blocking nailed to �. 45° sheathing and za Max/,/ each truss TVP) ---.- H iIII.r 2X4 DE-L #2 / H/2 or better /J' 1 diagonal brace, Attach each end h for 560# j / / /ontinuous Bearing/ / / / / / / , — 2x6 #2 Stiffback attached to each 0°)PRpFFs •SStud w/ (4) 10d box or gun (0,123" X 3', min,) nails, d %� 'G%NF io Cl wwWARNING1ww READ AND FOLLOW ALL NOTES ON THIS DRAWINGI w, Vj � ' REF GE WHALER wwIMPORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /K/./ 83294PE Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and wi 00 DATE 10/01/14 /// follow the latest edition of BCSI (Building Component Safety Information, by TEl and SECA) for safety / `N practices prior to performing -these functions. Installers shall provide temporary bracing per SCSI. DRWG Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chor. DRWG GABRST101014 I�'--- shall have o properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs ALJ �-[j II shall have bracing Installed per BCSI sections B3, B7 or BIO, as applicable. Apply plates to each face / ) IUI\\\\`II III Rf erus and position -Z sorwn ander apo on the Joist Detoits, unless noted othrwise. j L Refer to drawings 160A-Z for standard plate positions. AN TW COMPANY Al Pine, n 9 ivisl�n of ITW Building Components Group Inc. shall not be responsible For any Nevlatlon from q9/1 6 this drawin on failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, �/ installation & bracing of lou=se (j —Ly 14>10 i� MAK TOT. L D. 6 0 P S P A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional SS - engineering responsibility solely for the design shown. The suitability and use of this drawing e39 Ta w' 13389 Lakefront Drive for any structure is the responsibility of the Building Designer per ANSI/TPI I Sect. Earth City,MO 63045 For more Information see this Job's general notes page and these web sites: Renewal 8/30/2018 / SPACING ALPINE, www,alpineltw.comi TPI: www,tpinst.org; SECA, www.sbcindustry,orgi ICC, www.iccsafe.org MAX. JPAl..1NG �, -7, - ein - ocing � e � oe� � uo � � i , LA v CD rn I-Rein£oncement 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, ,j Attach with 10d (0,128"(3,0",min) naRs at 6" o.c. Reinforcing member is 77 Notes: raemberlength.8O/ of web This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or77 L-reinforecement or scab reinforcement. 11111111177 Alternative reinforcement specified in chart below may be conservative, NOM ,7 mom minimum alternative reinforcement, re-run design with appropriate reinforcement type, T-Reinf, L-Reinf, Web Member Specified CLR Alternative Reinforecement Scala Reinforcement: Size Restraint T- or L- Reinf, Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 Apply 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 2-2x40) minimum 80'L of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(4() Scab Reinf, T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified j otherwise on Engineer's sealed design. (4o J Center scab on wide face of web, Apply (1) scab to each %/ face of web, Ig MINII ��� e. �1 GtNF�� i0 wwWURNISHIww READ AND FOLLOW ALL NOTES ON THIS INGTHE DRAWING! 83294PE ,_ LL PSP REF- CLR S lI b s t ...IMPORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THINSTALLERS. Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety /^ DL FSP DATE 10/01/14 jpractices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord _ _ shall have a properly attached rigid telling. Locations shown for permanent lateral restraint of webs '3'.- DL PSP DRWG BRCLBSUB1014 shall have bracing Installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face 7�� BCLL PSP of trussand position as shown above and on the Joint Details, unless noted otherwise. OpE �� E Refer to drawings 160A-Z for standard plate positions. 'ekl AN ITW COMPANY Alpine, n division of ITV Building Components Sroup Inc, shall not be responsible for any deviation from 'A /v�5/14 C _ this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, 4 w't1'14r2"- T`] I . LD. PSP installation 8. bracing of trusse �� 'f A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional elf wI ` 1) _' engineering responsibility solely for the design shown. The suitability and use of this drawing rift. PAC. for any structure Is the res 13388 Lakefront Drive of the Building Designer per ANSI/TPI 1 Sec.2. Earth City,MO 63045 For more information see this Job's general notes page and these web sites: Renewal 6/30/2018 ALPINE: www,alpineltw,comi TPI: www,tpinst,orgl SBCA: www.sbcindustry,orgi ICC: www.lccsafe.org SPACING it