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HomeMy WebLinkAboutBuilding Plans I HANGER SCHEDULE TRUSS BEARING HEIGHT SCHEDULE •UNLESS NOTED OTIERNISE Al HANGERS ARE USP'HUS26'. O 8'-S" ELEV. O HUS26 8'-6"Int Brg ©MNS-{TT ®18'-1 7/8-ELEV. I RECEF-D JUL 0 2W R——R CES1.wIEMA iLODR_SS aE9lN wIEW A T.C.D.L 20 psf. T,C.D.L 10 psl. B.C.D.L 70 ps(. B.GD.L 5 p.sf. TOTAL 37 p.sf. TOTAL 55 p.sf. DURATION FACTOR 1.25 DURATION FACTOR 1.00 WHO STANDARD ASCE 7-10 FLOORR TRUSS MAY BE ADJUSTED WIND SPED 160 RLP.R 2"FOR PLUMBING IF NESSARY BUILDING EXPOSURE C FLOOR TRUSS SPACING BUILDING I1PE aotn 2'-G'UNLESS NOTED 39.81, APPROVED TRUSS ANCHOR BY BUILDER m m Gd 2X4 MINIMUM TOP AND BOTTOM CHORDS CIT w )^ PLUMB CUT OVERHANG 12 6 BJL 4-3 16" I EJ7 BJ3 81T BJ5 fz BRG. I UNLESS NOTED OTHERWISE AT, I TYPICAL TRUSS END A6 j ALL SPACING IS 24'O.C.EXCEPT AS SHOWN. DO NOT CUT OR ALTER TRUSSES WITHOUT AS AUTHORIZATION FROM THIS OFFICE. - • THIS OFFICE MUST BE NOTIFIED WITHIN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MISSING PIECES A4 NO BACKCHARCES WILL.BE HONORED. A3 WARNING RMNTM+AL RR.MmN4 ERECfIM—It.—..T nIA@Ic Ir KT 1T2 A[SPRN- SWTY OF ME MW M990L PLAM YNNFACNRM OR Mn 1A9ACATw PERSQNS oscTmc marts Aftc uunam TB tac PAYtS9(YiAI ADmr atT.raiNc A2 BS<Ta MUCNO r1RaT IS A uK PEOIAISD ro PREWT T nPMNG N0 DamNawc IAlwrc EREcnart Arm PElauurmHr NwAaHc waa Iur eE REIAIIRD a saxwc Am wnu¢srF 73.vAmw.oao Tslses tancHrAer.um p0 Rt«waro•nar(Bc9-Bi)FOR runrl¢R wnTMAna. musts sxAHL r#wsrAum H A smuwT AND nwe PmnaH. No 9HUTHrNO a warm nreerLr ro Tw wmpa NwrTaM NnNrrrt£ xr vwi Br BRAffD AS SPFOnEa W IIb:ENaHEIIVFe CL'.` iRVi45 SWL BE HAIAIID A nM _ RrwsaAme cARt OURRc NT¢cnw m AErwr AUArc a IA:BsoHAL NAwr. NOTE A3 IT IS THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS QiGNEEfdNO SPECIAL CONSIOLTATIONS FOR MECHANICAL EQUIPMENT ANO/OR PLUMBING(AND THEIR CONNECTIONS)IN TRUSS SPACE A4 NUST BE DIAGRAMN D BY BUI DFA ON APPROVED TRUSS LAYOUT PRIOR TO PABR'CAnoN. THIS COMPANY IS A TRUSS MANUFACTURER YMOSE RESPOiSBILITES ARE LIMITED TO THOSE DESCRIBED IN WTCA A'-j I-1995-DESIRE!RE$pVSBNTES'.ACCORDINGLY,IT DISCLAIMS ANY RESPONSIBNTES AND/Ofl USABILITY FOR THE CONSTRUCTION OESGN,DRANINGS,DOCUMENTS INCLUDING THE INSTALLATION AND LBRACING OF TRUSSES MANUFACTURED BY THIS COMPANY: / A6 APPROVAL SIGNATURE YOUR SIGNATURE WU.ACKNOWLFDUE•. A77 1)AUIHCR12AnON TO PROCEED PATH FABRICATION. 2)VERIFICATION OF ALL DIMENSIONS AND CONDITIONS, ` INCLUDING WALL HEIGMS.ROOF PITCH,HEEL HEIGHT, EA IA OVEIRHANGS,MUNGS, ETC.. BJS 7)TRUSSES YALL BE MADE IN STRICT ACCORDANCE WITH THIS TRUSS LAYOUT. 1)1 HAVEREAD AND UNDERSTAND ALL NOTES AND WARNINGS E 7 BJ3 ON THIS PAGE AND AGREE TO BE BOUND BY THE.. EJ7 SIGH V 2 T E BJL DAZE VL REQUE5TE0 TRUSS SHIPMENT DATE (ACTUAL TRUSS SwP DAIS IS BASED ON MR CURRENT DWI Y SCHMU E) E cil w V 0181, '$' �. 8' D" I. S N S RANEY COMPONENTS, LLC 19990 Independece Blvd. • GROYELAND FL. 3473E RA OFFICE: 352-429-9429 ®COMPONENTS FAX: 352-429-7429 E-MAIL: TrussP(ant@raneycomponents.com i Lod'116 Cree*ide RE90FN2 2807-4EJB Elle I'D" Opt. Lanai SC/✓{ OATF: OftANN BY: ANNa NINBER: nt5=1'-0" 03-31- 017 GLM I ' fL 39'8" 10 A 28'3" l pcv � G�3 a 4BJ1 q 13 4BJ1 M 4L3 00 00 4L2 4L1 J Coll N N N N N N N N N N N N N N N N TB B JI J3 r FT BJS � 3—t- 1 A 15' B B FTG1 FT9 B B 00 J B N M N �7 BcnN 00 LO N o't B FT8 p B N fU N N od N TI � 20 4" N N B N FG2 O TBJ5 JJBJI3 $Ml FT12 �1 m C- a C, A < N 4 1 4C1A a < w � N M Bl 19' I 20'8„ I. RADIUS POINT S50` '57"W 13.50' ssr .... �; � BENCHMARK TOP SAN. MH SS-21 MIN.SETBACK NUYELLOWSTON CIRCLE \ ELEV.=17.76 I VARIABLE WIDTH R%W -ASPHALT- PAVING \ 2• 1 FRo�r I� S r , N41'23 03"W .28' CNPI _ 16 ' ro�U. l lewd L TEM AREA SUMMAR i SOD:11550 f DRIVEWAY/WALKWA �Nc. c 6 o ti�Ts4 LO I co w PRO GCE ,�� ��. CREEKSI I S N CQaP by s� P.B. C4 1�33 18 32 POR �6 D bT 117 0 \,61 4�jei �6 CR 1PLAT 0.1 P.B..'''i55 PG. 12 0 o v PROpO FEO� VACANT 0 2 SEA CO SNP` 39 6� tea, cD 38.66' I I N �cA CN Lo a- N Ut q m J U ' e , p0o, B.oun. I � , i I ' I 7 LEGAL DESCRIPTION EING ALL OF LOT 116, ACCORDING TO CREEKSIDE PLAT NO. 1, AS RECORDED IN PLAT BOOK 55, PAGE 12 PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. CONTAINS 0.32 ACRE, MORE OR LESS. GRAPHIC SCALE 20 0 10 20 PROPERTY ADDRESS (IN FEET) 3117 YELLOWSTONE CIRCLE, FORT PIERCE 1 Ind, ' 20 n LEGEND &ABBREVIATIONS BM DENOTES BENCHMARK O.R. DENOTES OFFICIAL RECORDS BOOK BB DENOTES BEARING BASE P.B. DENOTES PLAT BOOK C.M. DENOTES CONCRETE MONUMENT PG. DENOTES PAGE CONIC DENOTES CONCRETE P.U.E. DENOTES PRIVATE UTILITY EASEMENT C.B. DENOTES CATCH BASIN P.D.E. DENOTES PRIVATE DRAINAGE EASEMENT CBS DENOTES CONCRETE BLOCK STRUCTURE P.S.M. DENOTES PROFESSIONAL SURVEYOR do MAPPER CD DENOTES CHORD DISTANCE P.L.S. DENOTES PROFESSIONAL LAND SURVEYOR iOUAR FFFT CB DENOTES CHORD BEARING P.C.C. DENOTES POINT OF COMPOUND CURVATURE E--EU C/O DENOTES CLEAN OUTS- P.D. DENOTES POINT OF CURVATURE q DENOTES CENTER LINE P.E. DENOTES POINT OF TANGENCY I583 f D.E. DENOTES DRAINAGE.-EASEMENT (P) DENOTES PLAT DATA F.F.E. DENOTES FINISH FLOOR ELEVATION P.C.P. DENOTES PERMANENT CONTROL POINT xv, FND DENOTES FOUND R DENOTES RADIUS I.Q. DENOTES IRRIGATION QUALITY WATER R/W DENOTES RIGHT OF WAY IR/C DENOTES IRON ROD. AND CAP SAN. DENOTES SANITARY L.B. DENOTES LICENSED BUSINESS U.E. DENOTES UTILITY EASEMENT L DENOTES ARC LENGTH W.M.T. DENOTES WATER MANAGEMENT TRACT L.M.E. DENOTES LAKE MANAGEMENT EASEMENT MAG/D DENOTES SET MAG NAIL AND DISK (M) DENOTES MEASURED DATA WMME DENOTES WATER MANTENANCE 115 M.H. DENOTES MANHOLE MANAGEMENT EASEMENT N/D DENOTES NAIL AND DISK A DENOTES INCLUDED ANGLE PLAT N0.1 (NR) DENOTES NON RADIAL.LINE CE TRACT DENOTES DRAINAGE FLOW PG. 12 P IS O.S.T. DENOTES POINT OF A INTERSECTION — ANT _20— DENOTES PROPOSED ELEVATION GENERAL NOTES 1. The last date of field work was 03-23-2017 2. Additions or deletions to survey maps or reports by other than the. signing party or parties is prohibited without written consent of the signing party or parties. 3. Reproductions of this map are not valid without the signature and original raised seal of a Florida Licensed Surveyor and Mapper. 4. Lands shown hereon were not abstracted by this office for rights—of—way, easements of record, ownership, abandonments, deed restrictions, or Murphy Act Deeds. This information should be obtained through appropriate title verification. 5. All above ground fixed improvements, if any, have been located and shown hereon. 6. Underground foundations and improvements were not located as part of this survey. 7. Flood Note: By graphic plotting only, this property is in Zone X, according to the Flood Insurance Rate Map, Community Panel No. 12111CO170 J, effective date February 16, 2012. The exact designation can only be determined by an elevation certificate. No additional search of the public N records has been preformed. There may be additional map Amendments affecting this property. The bearings shown hereon are based on Plat information and are referenced to the center line of Yellowstone Circle which bears North 41'23'03" West and all bearings are relative thereto. 9. No easements are shown hereon other than those depicted on the plat. No search of the public �g6 records has been performed to find additional easements that may exist. 10. Elevations- shown hereon are based on the National Geodetic Vertical Datum (N.G.V.D.) 1929. 11. The_-building setbacks shown hereon, although based on the best available information, are not certsfied--to=and must be verified prior to design or construction. - '54/e/i7 THOMAS P. KIERNAN DATE Professional Surveyor.& Mapper Florida Certifscat�? No. 6199 o a hic Serve CULPEPPER TERP�N�NG I File. f 00.116 JI kdSi7� an Lot 116 Date.�,�28-2017 (r FB. N CONSULTING ENGINEERS �r: D_ R. Hp SCALE T"=z0' 1 2980 so I LAND RTON FlELDDRAWpK Y. ND .J FORT p M25thS SURVEYons `V cE TRPXT PHONE 772-464-353��A 34981 srA2z ofVVWW�`�g.c m 772-464.9497 A T CATlONNo.ZB 4286 t RANEY COMPONENTS Cover sheet CU7ev 19900 Independence Blvd. j Order# Groveland,FI 34736 JOB# 136DCS116 DxponenM LLC Phone:(352)429-9429 Fax:(352)429-7429 l Printed: Fri, Aug 25 2017 -Job Information. Address: FOR Name and License Number: Customer Name: Creekside Lot 116 DR Horton 3117 Yellowstone Cir j Description: City,State,Zip: j 4EJB 2807-Elle"D"OL OW Ft.Pierce,FL —Loading Information: I Roof Loads: Floor Loads: TC Live: TC Dead: BC Live: ' BC Dead: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 40 10 0 5 Bldg.Code: Wind Std., Wind Speed: Bldg.Useage _ Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential-CAT II C MWFRC&C&C w/M Pages or sheets covered by this seal from:1 thru 47 Total 47 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A2 3 A3 4 A4 5 A5 6 A6 7 A7 8 A7A 9 B1 10 B2 11 B3 12 ER 13 ERA 14 BJ5 15 BJ3 16 BA 17 CJ7 18 V1 19 V2 20 4C1 21 4C2 22 4C1A 23 4L1 24 4L2 25 4L3 26 4MV1 27 4MV2 28 4BJ1 29 4EJ3 30 4CJ3 31 FG1 32 FT1 33 FT2 34 FT3 35 FT4 36 FT5 37 FT6 38 FT7 39 FT8 40 FT9 41 FT10 42 FG2 43 FrIl 44 FT12 45 FTG1 46 FTG2 47 FTG3 I I I ,,%oe�vEL e • No � 47 i � • a ' STATE OF �U 0 IV �ewe�NA9 Page 1 of 1 I i � _ r RANEY COMPONENTS Cover Sheet anew 19900 Independence Blvd. Order# i Groveland,FL.34736 JOB# 136DCS116 OIlIp01It'IITS, Lu Phone:(352)429-9429 ' Fax:(352)429-7429 j Printed: Fri, Mar 31 2017 —Job Information: i Address: FOR Name and License Number: Customer Name: Creekside Lot 116 DR Horton 3117 Yellowstone Cir Description: City,State,Zip: 4EJB 2807-Elle"D"OL OW Iport St Lucie,FL Loading Information: Roof Loads: Floor Loads: TC Live: j TC Dead: BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead. i 20 7 0 j 10 40 10 0 5 Bldg.Code: Wind Std: Wind Speed. Bldg.Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential-CAT II C MWFRC&C&C w/M Pages or sheets covered by this seal from:1 thru 47 Total 47 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A2 3 A3 4 A4 5 As 6 A6 7 A7 8 A7A 9 B1 10 B2 11 B3 12 EJ7 13 EJ7A 14 BJ5 15 BJ3 16 BJ1 17 CJ7 18 V1 19 V2 20 4C1 21 4C2 .22 4C1A 23 4L1 24 4L2 25 4L3 26 4MV1 27 4MV2 28 4BJ1 29 4EJ3 30 4CJ3 31 FG1 32 FT1 33 FT2 34 FT3 35 FT4 36 FT5 37 FT6 38 FT7 39 FT8 40 FT9 41 FT10 42 FG2 43 FT11 44 FT12 45 FTG1 46 FTG2 DigitaVy signed to�Wnuel Martinez DN:c=US,o=ldenTrust ACES Business Representative, Manuel hk ou=M AND E ASSOCIATES P.A.,cn=Manuel Martinez, 0 9.2342.19200300.100.1.1=A01.0969000001304798E21 d f)000A51.7 3.31 13:26:40-04'00' Martinez DC version:2015.006.30280 0. V 2 oTAT y� a "61. s 40.0154 38:FF58 SI B013B W 48 00 99 2E 85.F.B:_ ihl:ItcrBA has been 6iaiamm-lly si.ei nd.zcaleE�y Manucl'Martirie;' E IxL:Ltt t1677H2r�sthc daM ikawnabnvd l:'anaa Si±A.l e' "' ' auNentGtatidsi code_.. - Pilntod teples of this-dc<ctnent aTe nqt tanslcered s.gnec and:;taldd' 'ard thocSitA>.I autiientNaticn cn�a ii5�[8n vcrilcd cr'an+/cla.t�ar:#c- 'Ces11Ci:' Page 1 of 1 a Job Number: 136DCS116 Ply:.1 SEQN!`744932/i 13/HIPS 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 2 FROM:GM DRW: Truss Label: Al Wgt:254.8 Ibs / ... 03/31/17 7'10" 14'4"8 19' 20'8" 253"8 31'10" 39'8" 7'10" 4'7"8 1'8" 4,7.,8 6'fi"8 7-10" e 5X8=5X6 E F g3X4 D AG 12 6 c+s o 5X6 m g5X6C (a) H o 4X6A(A2)B 1 4X6(A2) J P 0 N M L K 1112X4 =5X6 =3X4=3X8 =5X6 1112X4 7'e""13 6'3"3 5 +1'6"4 51'1.2 6,3"3 T8"13 1' 7'813 14, 19' 20.6.4 25'8" 1 31'11"3 39'8" Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.172 0 999 240 B 1640 /779 /933 /- /431 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.376 0 999 180 1 1641 /779 /933 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.073 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.161 K - B Min Brg Width Reg= 1.9 Mean Height:23.00 ft 1 Min Brg Width Re 1.9 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 q= Soffit: 2.00 BCDL:5. psf Bldg Code: FBC 2014 RES Max TC CS: 0.629 Bearings B&I are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.555 Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI: 0.821 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 27 0 F-G 1311 -1925 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1671 -2941 G-H 1462 -2402 Lumber C-D 1463-2402 H-1 1672 -2942 D-E 1315-1932 1-1 27 0 Value Set:13B(Effective 6/1/2013) E-F 1231 -1671 Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chards Tens.Comp. Chords Tens. Comp. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC B-P 2550-1312 M-L 2056 -971 ts111fl P-0 2548 -1312 L-K 2549 -1330 Bracing �4tE x FA O-N 2057 -939 K-1 2552 -1330 (a)Continuous lateral restraint equally spaced on N-M 1665 -673 member.Or 1x4"T"reinforcement.80%length of 4" web member.Same species&SRB grade or better, attached with 8d Box or Gun(0.113"x2.5",min.)nails � °b `e� Maximum Web Forces Per Ply(Ibs) No @ 6"oc. - Loading • ar: Webs Tens.Comp. Webs Tens. Comp. `d P-C 289 -20 M-F 661 -466 , " C-O 435 -562 M-G 518 -708 Truss passed check for 20 psf additional bottom : O-D 477 -237 G-L 472 -232 chord live load in areas with 42"-high x 24"-wide �. D-N 525 -717 L-H 437 -564 clearance. �« ")' ' OF E-N 658 -425 H-K 289 -22 c) `. E-M 267 -247 Wind ✓ ,�,,�.. `4 4V `,, :: ° Member design based on both MWFRS and C&C. *°y ri`_,,OR SERA#: . 401 01:5A 38 FF5B 811,B6 H.71F 48 00 99 2E 85.FB t>nls ItceSt fins beer,etecunnloily siadeE and:calve by WAanu$1-Mwtlnup ?E IGL,�tSc.pa77 e7len the dzM shown above t:singa5HA.1 au[hent�`Elan code_ ,vr3ntuc ceyizs.of tl,isdzcurnent art rmi censlecrzU s�gneG and scaled ar,d the 5''i-,1+::5utfierdxation rode rnti::t Le uerlf;cd cr any cle�trarJc cespies: "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWNG! "IMPORTANT— FURNISH THIS DRAWNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Nefer to 'm/i?1rtr1r`• drawings 160A-Z far standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. inst.or•SBCA:www.sbcindust .com:ICC: www.iccsafe.or Job Number: 136DCSI16 + Ply:1 SEQN:744936/T12/HIPS 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 2 FROM:GM DRW: Truss Label: A2 Wgt:238.0 Ibs ! ... 03/31/17 142"12 L 17' 1 22'8" 25'5"4 31'10" 39'8" 7'10" 6'4"13 f 2'9"4 T 5'8" 2'9"4 6'4"13 -f- - T10" s5X6 -5X6 E F 1112X4 D G 1112X4 12 6 Z5X6 �55X6 C H " m � I 4X6(A2)B 1=4X6(A2) A J O N M L K 1112X4 =5X14 =3X4 =5X14 III2X4 �1' 7'8"13 6'3"3 5'10" 6'3"3 T8"13 11 7'8"13 14' 19'10" 25'8" 31'11"3 39'8" Loading Criteria (psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W I,TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.174 G 999 240 B 1674 /781 /940 /- /390 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.374 G 999 180 1 1674 /781 /940 /- /- /5.5 IBCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.075 K - - Wnd reactions based on MWFRS 'Des Ld: 37.00 EXP:CHORZ(TL): 0.161 K - - 8 Min Brg Width Req= 2.0 Mean Height:22.50 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= 2.0 TCDL:4. psf Soffit: 2.00, BCDL:5.0 psf g Bld Code: FBC 2014 RES Max TC CSI: 0.633 Bearings B&I are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.558 Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI: 0.853 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 27 0 F-G 1644 -2417 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1712-3013 G-H 1500 -2468 Lumber C-D 1500-2467 H-1 1712 -3014 Value Set:13B(Effective 6/1/2013) D-E 1644-2415 I-J 27 0E-F 1334-1937 Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-O 2616-1356 M-L 1896 -853 O-N 2613-1356 L-K 2614 -1388 Loading � � Pd N-M 1896 -827 K-1 2617 -1388 Truss passed check for 20 psf additional bottom A s i chord live load in areas with 42"-high x 24"-wide clearance. « '> *, Maximum Web Forces Per Ply(Ibs) O ��x '4t �, **. '' ** Webs Tens.Comp. Webs Tens. Comp. Wind ' ,. O-C 291 -20 M-F 284 -198 Member design based on both MWFRS and C&C. a ,` C-N 440 -570 F-L 747 -555 ® D-N 303 -243 L-G 303 -243 N-E 745 -555 L-H 441 -569 TAX E-M 285 -198 H-K 291 -22 F. i « SERIAL is 4D 013A 38 FF SB BI BO BB7F48 00 99 2E 85 FB tills Rem riot oeen e{ewnnlcaYTy siy^n¢¢an¢ycaleE Oy N7an4cf btartiney. t;i,�,LFc d¢77a3}eci"thepateshawnalmue .iiigast?7.si '- ' ' atitti¢titSitlen•cosid:. arlrit¢d ccptec cf Ili.dia—nf. not cens{e¢rad u`gned and_xca!ed and'ehc'S <yuti cnWkatldn''ioil I.Lc wnrifcd ce.`anyalettianic 'cdpic **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWNG! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary rOrtr bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly l attached r! id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (Refer to nin�unrr!ls;u drawings 160A-Z for standard plate positions. AlpinAlpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the e, in conformance with ANSI PI1,or for handling shippin ,installation and bracing of trusses.A seal on this drawing or cover page. listingthis drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and se of this drawing for any structure is the responsibility of the euiiding Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com•TPI:www. inst.or•SBCA:www.sbcindusl .com•ICC: www.iccsafe.or I ' Job Number: 136DCS116 Ply:1 SEQI`T.744940/tl1/HIPS 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 2 FROM:GM DRW. Truss Label: A3 Wgt:224.0lbs / ... 03/31/17 T7'110" i 7�5 � 19 " I 24'0 + 110" + 39'8"0 1 41 3'10 7 T10" �5X8 1112X4 =5X8 D E F 12 6 � 1�z5X6 b :5X6 C G sn r h (a) (a) 4X6(A2)B H-4X6(A2) A I P O N M L K J 1112X4 -3X6=3X4 -3X8 =3X4=3X6 1112X4 6'3"4 1' 4'10" 4'10" 1: 6'3"4 T8"12 1 7'8"12 14' 15 19'10" 24'8" 25' " 31'11"4 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria' ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U 1 Rw /Rh /RL /W TCDL:. 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.172 E 999 240 B 1640 /783 /941 /- /349 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.377 E 999 180 H 1641 /783 /941 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.074 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Height:22.00 ft HORZ(TL): 0.163 J - - B Min Brg Width Req= 1.9 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Reg= 1.9 TCDL:4.2 psf Bearings B&H are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.606 g g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.594 Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI: 0.355 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.0o ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 27 0 E-F 1479 -2125 ' Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1743 -2949 F-G 1489 -2345 Lumber C-D 1489-2344 G-H 1742 -2950 Value Set:13B(Effective 6/1/2013) D-E 1479-2125 H-1 27 0 Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(lbs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"136"uses design values B-P 2560-1394 M-L 2012 -996 approved 1/30/2013 by ALSC P-O 2557-1394 L-K 2557 -1426 Bracing ���g ���� O-N 2557-1394 K-J 2557 -1426 N-M 2011 -964 J-H 2560 -1426 (a)Continuous lateral restraint equally spaced one �+& YA � member.Or 1x4"T"reinforcement.80%length of Maximum Web Forces Per Ply(Ibs) web member.Same species SRB grade or better, � . Webs Tens.Comp. Webs Tens. Comp. attached with 8d Box or Gun 0.113"x2.5",min.nails . @ 6"oc. No 0,471 P-C 307 -18 M-F 264 -184 w ,'!' C-N 490 -622 F-L 486 -244 Loading . : '"" D-N 485 -244 L-G 490 -622 Truss passed check for 20 psf additional bottom ' a D-M 265 -185 G-J 307 -20 chord live load in areas with 42"-high x 24"-wide +- ; E-M 194 -222 clearance. a. ;. •w Member design based on both MWFRS and C&C. ¢� #j° . 40 01 5A 38 FF 56 81 B0 BB 7F 48 0.099 2E 85TB This iFcri has ttcen etcctionlssllY signes3'nnd:calcE hq tAonuct/.73rtinn; ?E tsl,U<:n3,]ffi)en thr daM shaven abn4c ssng a SFIA.1 a:6'YaLInn QOdC_ ArinLod cegies of tLis dccwnent arc ncd censle¢rzd:Y�ned andsraled and& S=Jt>a-Ocnti=t code mestbtyerif cd m any elects- copies: "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary ;r,rey bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, phi h?rt rus,�c as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. insLor;SBCA:www.sbcindust .com:ICC:wwwJ=afe.or Job Number: 136DCS116 ' Ply:1 SEQN:744944/T10/HIPS 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 2 FROM:GM DRW: Truss Label: A4 Wgt:215.6 Ibs / ... 03/31/17 T10"9 13' + 19,10 I 39'8" 5 „ } 207'10"9 7 6-10" 7 710"9 'I ;5X8 1112X4 s5X8 D E F I 12 6 :_O�3X4C G 3 X 4 rr i o � io cn f� =4X6(A X )B H=46(A2) P O N M L K J 1112X4 =3X4=3X6 =3X8 =3X6=3X4 1112X4 1' 7'8"13 5'3"3 1' 5'10" 5'10" 1' 5'3"3 7'8"13 1' 7'e"13 13' 14 19'10" 25'8" 216 " 31'11"3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) ITCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.191 E 999 240 B 1660 /785 /937 /- /307 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.414 E 999 180 H 1661 /785 /937 /- /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.075 J - - Wind reactions based on MWFRS 'Des Ld: 37.00 EXP:C HORZ(TL): 0.164 J - - B Min Brg Width Req= 2.0 Mean Height:21.50 ft Code/Misc Criteria CreepFactor:1.5 H Min Brg Width Req= 2.0 NCBCLL: 2.00 TCDL:4.2 psf Bearings B&H are a rigid surface. 'Soffit: 2.00 gCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.651 g g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.554 Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI: 0.479 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 It FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 27 0 E-F 1670 -2509 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1759-2972 F-G 1596 -2526 Lumber C-D 1596-2525 G-H 1758 -2973 Value Set:136(Effective 6/1l2013) D-E 1670-2509 H-1 27 0 Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"1313"uses design values B-P 2577-1406 M-L 2195 -1114 approved 1/30/2013 by ALSC P-O 2575-1405 L-K 2195 -1114 Loading ��{� - O-N 2195-1082 K-J 2575 -1437 N-M 2195-1082 J-H 2578 -1437 Truss passed check for 20 psf additional bottom [ . T� ° d jro (chord live load in areas with 42"-high x 24%wide clearance. �=, * � "+fit:. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Wind % • 7 P-C 258 -20 M-F 434 -290 Member design based on both MWFRS and C&C. ',,:• C-O 406 -477 F-K 492 -252 a D-O 491 -252 K-G 405 -478 D-M 435 -290 G-J 258 -22 * E-M 356 -408 s7 b r xa „40:015A M 0.513 816d 8B,3F 48 0(?992E 85179 in¢itemhas'c¢.. red and.calcd ny)AanusltAartlnm E jrl,lfc p673621 ees the elite stwwn pbCucl:sng.a 51iAx7 �uthmirl:atlon iude: 8rinted ccpiez of tF1s dzcs:ment`arc aiet canslderad stge,ed ansf scaled'- andthc-StihxFsutTcnttcation ao�eenLstSo vcrl(;c1"cxrad}ieleetrarJc �'i:cptes:� i —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary �fnry 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 shall have bracing installed per BCSI sections B3,B7 or 610, ern xivelf�s t r as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to 1. drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIg Pl 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al pineitw.com;TPI:www.t inst.or;SBCA:www.sbcindus .corn:ICC:www.iccsafe.or Job Number: 136DCS116 Ply:1 SEQ9.744948/'FB/HIPS 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 2 FROM:GM DRW: Truss Label: A5 Wgt:212.8 Ibs / ... 03/31/17 7'108 11' 17'1" 21' 22'8"�2 288" 31'9"8 39'8" 7'10"8 + 31 8 I' 6,1„ + 3,11„ +1 8„1t1 5'11„4 + 31„8 i' 710„8 ;5X8 =3X4 =3X6 1112X4 =-6X6 D E• F G H T 12 T 6 F:7- 03X40 11-1 3X4 � N rn M i4X6(A2)B J=4X6(A2) � = A K 1 S R Q P 0 N M L 1112X4 =3X4 =3X6. =3X4 =3X8 =3X6 =3X4 1112X4 7'8"12 T3"4 3' 2'9"8 5'11"4 2'11"4 3' 3'3"4 T8"12 1� 7'8"12 11' 14' 16'9"8 22'8"12 25'8" 28'8" 31'11"4 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R !U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pt.NA Ce:NA VERT(LL): 0.187 G 999 240 B 1561 /787 1927 !- /266 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.431 G 999 180 J 1561 /787 /927 /- /- 15.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Height:21.00 ft HORZ(TL): 0.158 L - - B Min Brg Width Req= 1.8 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 J Min Brg Width Req= 1.8 TCDL:4.2 psf Bearings B&J are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.615 g g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.512 Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI: 0.548 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 27 0 F-G 1857 -2613 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1779-2757 G-H 1857 -2613 Lumber C-D 1708-2432 H-1 1708 -2432 Value Set:13B(Effective 6/1l2013) D-E 1849-2600 1-1 1779 -2757 E-F 1857-2613 J-K 27 0 Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"1313"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-S 2384-1422 O-N 2125 -1226 1��� �)llf(t S-R 2381 -1422 N-M 2125 -1226 Wind R-Q 2125-1195 M-L 2382 -1453 Member design based on both MWFRS and C&C. y4� *g�« +T Q-P 2125 -1195 L-J 2384 -1453 •`+ ° Maximum Web Forces Per Ply(Ibs) No 0471' ' s Webs Tens.Comp. Webs Tens. Comp. C 231 -24 0-G 298 -330 - z C-R 361 -407 0-H 668 -456 D-R 395 -284 H-M 398 -285 T O � ': D-P 657 -447 M-I 361 -408 Al. ° 14 P-E 303 -334 1-L 229 -26 �ix�+ •«�r9 E-O 112 -109 > ON. n SERIAL At: . 40 01.5kM F.F 56 81 B0 8B3F 48 00 99 2E 85'fB ?S L•,i[cm has been electrnnis�lty Signed and aalea�y N7ancnf MhrtMes, I L:LfC.pann11 enthedato shown 2b6W Lang a 4iA4 autnunti:atlen codo_ PiUited ecgeies ct tiu dcc�rnent arc ndi censldcr°d:igr,ca and scaled and&,os7 Av:Z authent"tloncoda nest Lc ocrlfgd many cicctrar>:c. ccpies: —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary rritrry bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plater to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to rrr{{h trcrit,:;w drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability B and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE: www.al ineitw.com;TPI:www. inst.or•SBCA:www.sbcindust .com:ICC:www.iccsafe.or Job Number: 136DCS116 ' Ply:1 SEQN:744952/T7/HIPS 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW City: 2 FROM:GM DRW: Truss Label: A6 Wgt:204.4 Ibs / ... 03/31/17 4'8" 9' 16'5" 19' 23'4"12 30'8" 35' r 4'8" F 4'4" 7'5" 2'7" "}' 4-4„12 '}' 7'3'4 44" '�' =5X8 =3X4 =3X6 1112X4 =5X8 D E F G H T ,2 6 o -2x4 (a) 1:2x4 n a =4X6(A)B J=4X6(A2) I T� 1 Q P O N M L =3X4 =3X6 =3X4 =3X10 =3X6 =3X4 5' 2'1"8 7,3"4 2'3"4 5' 9' 1� 9' 14' 16'1" 23'4"12 25'8" 30'8" 398" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W (TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.244 G 999 240 B 1561 /810 /911 /- /225 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.562 G 840 180 J 1561 /810 /911 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.075 L - - Wind reactions based on MWFRS 'Des Ld: 37.00 EXP:C HORZ(TL): 0.173 L - - B Min Brg Width Reg= 1.8 Mean Height:20.50 ft Code/Misc Criteria CreepFactor:1.5 J Min Brg Width Req= 1.8 NCBCLL: 10.00 TCDL:4.2 psf Soffit: 2.00 TCDL:5. psf Bldg Code: FBC 2014 RES Max TC CSI: 0.628 Bearings B&J are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.671 Spacing:24.0" C&C Dist a:3.97 ft Rep Factors Used:Yes Max Web CSI: 0.916 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 27 0 F-G 2179 -3171 Wind Duration:1.60 WAVE VIEW Ver:15.01.D1.0402.19 B-C 1877-2828 G-H 2179 -3172 Lumber C-D 1749-2610 H-1 1748 -2610 Value Set:13B(Effective 6/1/2013) D-E 2166-3152 I-J 1877 -2829E-F 2179-3171 J-K 27 0 Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"l3B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-Q 2474-1548 N-M 2297 -1356 � � Q-P 2298-1325 M-L 2297 -1356 Bracing inuous lateral restraint equally spaced on � P-O 2298-1325 L-J 2475 -1580 ( ) q Y P *► 61 � ' O-N 3177-1895 member.Or 1x4"T"reinforcement.80%length of web member.Same species&SRB grade or better, 4" ' attached with 8d Box or Gun(0.1 13"x2.5",min.)nails �' `. " @>� c Maximum Web Forces Per Ply(Ibs) �@ 6"oc. +a a Webs Tens.Comp. Webs Tens. Comp. Wind ' `* C-Q 253 -199 G-N 350 -400 we e - +� D-Q 364 -118 N-H 1031 -684 Member design based on both MWFRS and C&C. • : "W D-O 1013 -669 H-L 367 119 .. ` - s•� O-E 353 -405 L-I 254 -201 ' tiOF E-N 93 -89 i . 0 f4 k . SERIAL 407 015A MH 58 81 B0:$B 7F 48 00 99 2E'85 FB this i[ernfinshezn e{ecirnnlm7ty s{3ned.-d".1w by manuil/Aartinni,- PEtxL.Lk.0472a2l znthe dzM shcwnabouc L-tag a SHA•1 authentY.,ticn code_ vrinizd ccp(ez of tfs drezxnzntar�not cznslderzd signed and sea{ed and thc."SRl+:autficnt,catitin cc3irznLs[5o uzr{ted ii any dlcctm,w -dopieu "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI antl'SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary ,1nC'v bracing per BCSt.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ✓ - attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to I'm/.iilrrrlls.'bc drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com•TPI:www. instor;SBCA:www.sbcindus .coin:[CC:www.iccsafe.or Job Number: 136DCS116 Ply:2 SEQN:744961/ f22/HIPS 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 1 FROM:GM DRW: Truss Label: A7 Wgt:193.2 Ibs / ... 03/31/17 T I 137'10 19'10" 2.12 1 L 26'0" 1 32'8" 39'8" 7, I 6,7,.10 I 6'P"6 T1,2T 5,0„66 6,7,.10 7' -t =3X4 1112X4=3X6 =3X4 =5X8 12 C 5 6 D E F G H T 6 � T o 4X6A2)B I_4 jg(A2) v Q P O=H0308 N M L-4X6 K 1 1112X4 =4X6 =3X8 =H0308 III2X4 626 4 5910 551'80 4 6'2"6 1'812 �1�"1122 1 4 32'6"4 377'1 + Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160mph Pf:NA Ce:NA VERT(LL): 0.406 E 999 240 B 3139 /1572 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.948 E 498 180 1 3139 /1572 /- !- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.096 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Height:20.00 ft HORZ(TL): 0.223 K - - B Min Brg Width Req= 1.9 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= 1.9 TCDL:4.2 psf Bearings B&I are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.891 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.767 p Spacing:24.0 C&C Dist a:3.97 ft Re Factors Used:No Max Web CSI: 0.618 Maximum Top Chord Forces Per Ply(Ibs) " Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Camp. GCpi:0.18 Plate Type(s): A-B 13 -11 F-G 2289 -4641 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.01.0402.19 B-C 1547-3104 . G-H 2O54 -4164 Lumber C-D 2054-4164 H-1 1547 -3104 Value Set:13B(Effective 611/2013) D-E 2289-4641 1-J. 13 -11 E-F 2289-4641 Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"138"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-Q 2736-1352 N-M 4217 -2092 ��ll��f �f Q-P 2749-1354 M-L 4217 -2092 Nailnote � �q p p6 P-O 4217-2092 L-K 2748 -1354 Nail Schedule:0.128"x3",min.nails �a� . �ii �{ f O-N 4217-2092 K-I 2736 -1352 Top Chord:1 Row @12.00"o.c. ,� -w'g"�' $`' r !t � Bot Chord:1 Row @12.00"o.c. `, , Webs :1 Row @ 4"o.c. .�1i, .� ' Maximum Web Forces Per Ply(Ibs) Use equal spacing between rows and stagger nails - Webs Tens.Comp. Webs Tens. Comp. in each row to avoid splitting. r ®+ C-Q 308 -49 N-G 489 228 Loading taa q C-P 1621 -801 G-L 461 -648 awc P-D 461 -648 L-H 1621 -801 #1 hip supports 7-0-0 jacks with no webs. , D-N 489 -228 K-H 308 -49 Left side jacks have 7-0-0 setback with 0-0-0 cant STATE, OF AA E-N 299 -348 and 1-0-0 overhang.End jacks have 7-0-0 setback `mM. with 0-0-0 cant and 1-0-0 overhang.Right side jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 14 cr overhang. ��� ... Windy}reaa1316�i Wind loads and reactions based on MWFRS. SERA#, 40:01.5A 38 FF 58 81 BO BB 7F 48-00 99 2E 85 FB Tbi,Itcmfics been ekaianintty sisaec end s Icc,by Wanucli artin.L FE l,;L 11C.947162t Cn in Cate Shawn pbe.c sfiA*1 pu[ficnW.atipn code- Prmted copies of tfU1I cL aent are net cansfdcmd ugnec and waled and ifc 5-A«T autherd cation cock Writ on,crif,cd en any electrani:. -pies. —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 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)fo'r safety practices prior to performing these functions. Installers shall provide temporary rinr ti bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly J. attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply prates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to nm/tinrdrs, drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: wswv.al ineitw.com'TPI:www.t inst.or;SBCA: www.sbcindust .com'ICC: www.iccsafe.or Job Number: 136DCS116 Ply:2 SEQN:744965/T14/HIPS 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 1 FROM:GM DRW: Truss Label: A7A Wgt:193.2 Ibs / ... 03/31/17 7' 13'7"10 } 19'10" 21' 26'0"fi 32'8" 39'8" T 67'10 6'2"6 �12,1 5'0"6 -I- 6'7"10 T i =3X4 1112X4=3X6 =3X4 =5X8 12 C=5X8 D E F G H T fi � T 1 � —4X6(A2)B 1=4X6(A2) A J Q P 0=1­10308 N M L=4X6 K 1112X4 =4X6 =3X8 =H0308 III2X4 7'1"12 62"6 7"14 5'10" + 5'10" " 4 6'2"6 + 7112 7'1"12 13'4"2 1 19'10" 25'8" 6' "14 32'6"4 39'8" i Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria. ♦Maximum Reactions(Ibs) ITCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/def! L/# Loc R /U /Rw /Rh /RL !W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.406 E 999 240 � B 3139 /1572 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.948 E 498 180 1 3139 /1572 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.096 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.223 K B Min Brg Width Req= 1.9 Mean Height:20.00 ft INCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 I Min Brg Width Req= 1.9 TCDL:4.2 psf Bearings B&I are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.891 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.767 ,Spacing:24.0" .. C&C Dist a:3.97 ft Rep Factors Used:No Max Web CSI: 0.618 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 13 -11 F-G 2289 -4641 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.01.0402.19 B-C 1547-3104 G-H 2O54 -4164 (Lumber C-D 2054-4164 H-I 1547 -3104 Value Set:138(Effective 6!1/2013) D-E 2289-4641 I-J 13 -11 E-F 2289-4641 Top chord 2x4 SP#1 Bat chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"13B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-Q 2736-1352 N-M 4217 -2092 Nailnote $� �l1. � $ f Q-P 2749-1354 M-L 4217 -2092 �Nail Schedule:0.128"x3",min.nailsFBal O-N 4217-2092 K-K 2736 -1352 Top Chord:1 Row @12.00"o.c. �.�a�+n s "■. + Bot Chord:1 Row @12.00"o.c. Webs :1 Row @ 4"o.c. *,� as Maximum Web Forces Per Ply(Ibs) Use equal spacing between rows and stagger nails +m. . am Webs Tens.Comp. Webs Tens. Comp. in each row to avoid splitting. t: 0471. C-,Q 308 49 N-G 489 228 +. (Loading C-P 1621 -801 G-L 461 -648 P-D 461 -648 L-H 1621 -801 I#1 hip supports 7-0-0 jacks with no webs. D-N 489 -228 K-H 308 -49 Left side jacks have 7-0-0 setback with 0-0-0 cant E-N 299 -348 ,and 1-0-0 overhang.End jacks have 7-0-0 setback 0",p„0 , . with 0-0-0 cant and 1-0-0 overhang.Right side jacks I�.'N '. `• yf, have 7-0-0 setback with 0-0-0 cant and 1-0-0 +!" ` overhang. Wind � � $ Wind loads and reactions based on MWFRS. SERA ft 40:015A 38 FF 513 81,B4 BB,.7F 48 00 99 2E`85 F8 ihiiitem hasbeen.e ew ir4vysasnea end iea1edby!72nucrmartlnat, E k.tfc e477021 en-thcraMshcsvnpbqua rr-inga SHA•I - - authcntEtatlontndc. a'ruiteG copies of tftsdcct.rnsn!src nci censlderitl signed andssalsid ar,dihcS,rA=;Yuthcrticatinn ioi¢mL�tmc ncr11':c1 ac;�mynlc.[iabic CCQtCL I "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingg shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary. Mtn,t bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 83,B7 or B10, as applicable. Appty plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (Refer to nm/:ratic'rfls;uc drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIT�PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,, listing this drawing indicates acceptance of professiona9 engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitmcom'TPI:www.t inst.or;SBCA:www.sbcindusl .com'ICC:www.iccsafe.or c , Job Number: 136DCS116 Ply:1 SEQK:717824%`T2/GABL 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 1 FROM:AH DRW: Truss Label: B1 Wgt:130.2 Ibs .. / ... 03/31/17 10'4" 20'8" 10'4" T 10'4" f--2'4"—+1,4"—{ (TYP) I=-4X4 H J G K 12 F L 6 M E M n C O 2X4(A1)B P=2X4(A1) �43 A O AE AD AC AB AA Z Y X=3X4W V U T S R r 20'8" 20'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def!/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TOLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.001 J 999 240 P* 81 /37 /39 /- /11 /248 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.001 J 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.003 M - - B Min Brg Width Req= - EXP:C Des Ld: 37.00 HORZ(TL): 0.003 M - - Bearing B is a rigid surface. Mean Height:15.00 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:4.2 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.031 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.087 A-B 27 0 1-1 292 -21 Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: B-C 82 -91 J-K 241 -18 GCpi:0.18 Plate Type(s): C-D 78 -35 K-L 190 -24 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 D-E 94 -24 L-M 142 -45 Lumber E-F 142 -22 M-N 94 -66 190 Value Set:13B(Effective 611/2013) F-G G-H 41 241 -20 N-O 52 -86 -18 O-P 6 -111 Top chord 2x4 SP#1 H-1 292 -21 P-Q 27 0 Bot chord 2x4 SP#1 Webs 2x4 SP 43 Lumber value set"13B"uses design values Maximum Chord Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. 4�Et19C7l �F B-AE 172 -104 X-W 190 0 Plating Notes �i rt / AE-AD 180 -105 W-V 188 0 All plates are 2X4 except as noted. �� � A # AD-AC 183 -106 V-U 187 0 AC-AB 185 -107 U-T 185 0 Wind 4 ,.; ' :A„o AB-AA 187 -107 T-S 183 0 !H, .. Member design based on bath MWFRS and C&C. s+ _,'� : .� AA-Z 189 -108 S-R 180 0 Na 47182 s Z-Y 190 -108 R-P 172 0 Additional Notes Y-X 190 0 See DWGS A16015ENC101014&GBLLETIN1014 for gable wind bracing requirements. [ Maximum Gable Forces Per Ply(Ibs) 'SITATE OF Gables Tens.Comp. Gables Tens. Comp. C-AE 155 -87 W-J 188 -83 AAA D-AD 94 -69 V-K 153 73 E-AC 100 -74 U-L 100 -73 F-AB 100 -73 T-M 100 -74 tpiy t it G-AA 153 -73 S-N 94 -69 frC39#d: t1 H-Z 188 -83 R-0 155 -87 SERiAd.At; . 40015A38FF581BOBB7F48GO992E85F8 I-X 0 -154 8 ihls rten has Weer.cieuronl[Aliy signet And—W'ov Ho ncel Marlines, ?r i:S..uc.ds77 ii2 i en tnc dale shown above-ina a sHA=7 awh-t&aticn coda Prurtec copies of thas d--t srn riot cenoz—d ugncc and sasicd and au[h-HCAilen c d&M t Le—if:cd ar any dle.:t— cepi— **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 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)fo'r safety practices prior to performing these functions. Installers shall provide temporary tfrt'y bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, nm rxt if!•`.tic as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to f drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility-solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'oUs general notes page and these web sites: ALPINE:www.al ineitw.com'TPI:www.t instor•SBCA:www.sbcindust .com;ICC:wwwkcsafe.orci Job Number: 136DCS116 Ply:1 SEQN:717825/T1/COMN 4,EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 2 FROM:AH DRW: Truss Label: B2 Wgt:98.0 Ibs / ... 03/31/17 6'4"8 10'4" 14'3"8 20'8" f 6'4"8 3'11"8 + 3'11"8 6'4"8 D=4X4 i 6 12 �3X4 C 3X4 M N (lJ � N 3X4(A1)B F=3X4(A1) a�3 A R E n UG K J I H III2X4 =3X4 =3X8 III2X4 1, 6'2"12 4 1'8" 4'1" ,2"4 612 6'2"12 8.8" 10'4" 14'5"4 20'8" 1 i Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pfin PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh 1 RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.051 1 999 240 B 842 /384 /515 /- /237 /8.0 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.085 1 999 180 F 842 /384 /515 /- /- /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.019 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.037 H - - B Min Brg Width Reg= 1.5 Mean Height:15.00 ft NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 F Min Br g Width Reg= 1.5 Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.437 Bearings B&F are a rigid surface. BCDL:5.0 psf Bearings B&F require a seat plate. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.299 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.295 Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 A-B 27 0 D-E 970 -908 Lumber B-C 1147-1283 E-F 1148 -1283 Value Set:13B(Effective 6/1/2013) C-D 970 -908 F-G 27 0 Toptchord 2x4 SP#1Bot Maximum Bot Chord Forces Per PI Ibs We chord 2x4 3 #1 Chords Tens.Comp. Chords Tens.Comp.Webs 2x4 SP#3 P• p. Lumber value set"l3B"uses design values B-K 1086 -837 I-H 1083 -853 approved 1/30/2013 by ALSC K-J 1083 -837 H-F 1086 -853 Wind �� 8 . 1 J-I 1083 -837 Member design based on both MWFRS and C&C. Maximum We Forces Per PI Ibs a� �sr��wia a• /' y( ) Webs Tens.Comp. Webs Tens. Comp. K-C 221 -23 I-E 493 -415 C-1 493 -415 E-H 221 -23 D-I 581 -569 s _fJ11 #$ ! SEfiU1L fi . 40:O 5A 38:FF SB 3 BQ 88 7F48 0.0 99 2E'85 FB rbis Item has been e[..i nl"trvstraceand z 21W by MaMcl Pzhrtinet• aFL L.�uL44T182I Cp;the tfiMs!leWI6pttA4C L:Sflga5HR.2 ' -therti:a€Icn cede__ Fwd.dl.enplcaof if=&a Mt`uc not eanricefed gsnnc and a icd ar,dthec 3xwws auHicrAlcatloncode rout be miffed esi mjdI t.ni_ tcptmc —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme rare in fabricating,handlingshipping,installing and bracing.•Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary J a»av bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly t✓' attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Appty plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. )tefer to mrr{e��te trq;;ue drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build in Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSII�PI 1,or for handling shippin ,installation and bracing of trusses.A seal on this drawing or cover page• listingthis drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and se of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.o ;SBCA:www.sbcindust .com;ICC:www.iccsafe.or f Job Number: 136DCS116 Ply:1 SEQN:717826%T3/COMN 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 3 FROM:AH DRW: Truss Label: B3 Wgt:95.2lbs / ... 03/31/17 6'4"8 10'4" 14'3"8 20'8" 6W'8 3'11"8 3'118 6'4"8 D=4X4 6 12 :3X4 C 3X4 r� - n io - in 3X4(A1)B F=3X4(A1) 4F3 A E HE J I H G III2X4 =3X4 =3X8 1112X4 L 6'2"12 2'S"4 1'8" 4'1"4 6'212 r 1 6'2"12 8'8" 10'4" 14'S, 20'8" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefI/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Lldefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf.NA Ce:NA VERT(LL):-0.051 H 999 240 B 844 /385 /515 !- /223 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.085 H 999 180 F 780 /348 1448 /- /- /8.0 BCDL: 10.00 Risk Category:II_ Snow Duration:NA HORZ(LL):'-0.021 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CHORZ(fL): 0.037 G - - B Min Brg Width Reg= 1.5 Mean Height:15.00 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Reg= 1.5 TCDL:4. psf Bearings B&F are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.474 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.303 Bearings B&F require a seat plate. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.313 d Forces Per Ply(Ibs) p Chord Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Maximum Top Tens.Comp.hor Chards Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 A-B 27 0 D-E 997 -912 Lumber B-C 1151 -1287 E-F 1212 -1295 Value Set:13B(Effective 6/1/2013) C-D 974 -911 Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#1 Webs 2x4 SP 43 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"138"uses design values B-J 1089 -908 H-G 1095 -910 approved 1/30/2013 by ALSC J-1 1086 -908 G-F 1098 -911 Wind ���tllll� P � F I-H 1086 -908 g � ' Maximum Web Forces Per Ply(Ibs) Member design based on both MWFRS and C&C. Webs Tens.Comp. Webs Tens. Comp. J-C 221 -23 H-E 505 -426 w � 7 13 C-H 495 -415 E-G 223 -44 #)1 D-H 566 -602 � r 4 s U ST F % ' 4 40 013A 38 FF 5B B1 BO BB 7F 48 00 99 2E 85 FB. rnt:item has beam ekctmninHr si�nec anc.:caleC byiila¢�sclu7arttnes; PC I<L.tic.9471921 en the date shown abaccL.ing a SHAsi w[hcnttsa€Icn code_ .crmtec ccgies cl thudcccroen[aie not censlderad v�nec and scaled aad al 5�4A,2 amtbcnuWlnncodu.n,Lst beacr6 dman••/ilcctmnk.. [nplCi: **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAW NG! **IMPORTANT** FURNISH THIS DRAWNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS 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 andSBCA) r safety practices prior to performing these functions. Installers shall provide temporary r a v bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly r/ attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, nm as applicable. Apply plates to each face of trussand position as shown above and on the Joinf Details, unless noted otherwise. hefer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIITPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of protesslona engineering responsibility solely for the design shown. The suitability and use of this �awing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI:www.t instor;SBCA:www.sbcindust .com;ICC:www.iccsafe.or T Job Number: 136DCS116' Ply:1 SEQN:744921/T18/EJAC 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 23 FROM:GM DRW: Truss Label: EJ7 Wgt:23.8lbs / ... 03/31/17 C 12 6 I � o to M in v 13 2X4(A1)B A D 7' 1 7' Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pi in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) CLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 336 /155 /257 /- /211 /5.5 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 127 /26 1102 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.022 D C 171 /169 /85 /- /- 11.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.031 D - Wind reactions based on MWFRS Mean Height:20.00 ft Code/Misc Criteria CreepFactor:1.5 B Min Brg Width Reg= 1.5 NCBCLL: 10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:5.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.533 D Min Brg Width Reg= - Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.368 C Min Brg Width Reg= � MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 77 -160 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Chords Tens.Comp. Bot chord 2x4 SP#1 Lumber value set"l3B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. �� A ENO _ yffsr ta, ��j wv f 011 f i gyp p � SERIAL.€€: .. 40.:015A38:FF 513 81 BO BB 7F 48-00 99 2E 85,FI5 ihl itetw has ocgn ekctian�nvy=3�ne¢�nri scaleEGy uan�cl Martini, PE trlalc d477 B7f en thc.cate shown ab¢re uaag a SNA.1 uthenti•atica code-_ I �rintud eepiesef tfs-dc.:arnenl ara net cendderad ugn¢e and:sssled . andthc5�n=_autnantKatl¢nco3u mus[La p¢nrcd cr,any¢Icctiarix Cap- **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary rurair bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to otrgxtrill 'ue drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,. listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com•TPI:www.t insLor•SBCA:www.sbcindust .com'ICC:www.iccsafe.or t f Job Number: 136DCS116 Ply:1 SEQN:744923 PT5/EJAC 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 5 FROM:GM DRW: Truss Label: EJ7A Wgt:21.0 Ibs / ... 03/31/17 B 12 6 r� 0 F71- co 2X4(A1)A T C 7t 7t Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA A 270 /79 1185 /- /148 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA C 128 /23 /105 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.026 C - B 174 /132 /88 /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.034 C - - Wind reactions based on MWFRS Mean Height:20.25 ft Code/Misc Criteria CreepFactor:1.5 A Min Brg Width Reg= 1.5 NCBCLL: 10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.543 C Min Brg Width Reg= - P 8 Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.373 Bearing A is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc,from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 Lumber A-B 78 -161 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Chords Tens.Comp. Lumber value set"1313"uses design values A-C 0 0 approved 1/30/2013 by ALSC Wind `�>;1�1) � j6 Member design based on both MWFRS and C&C. + 1+ i4 s _ GEN a- �dtt7 1 2. 1�:. *` -8tATE OF SERAt a.; 40:01.5A 38 FF 58 81 B0 H 7'48 00 99 2E 85 FB 31i1t item etas beers ekaranlcaf3y si�neC and scaled�y Manuel Mzrtln�i; PE I,*L uY.o473 82 f en tnd cat.spawn atzoye essrtg a SFiA. authcrititaudn code_ 8imtod ctyicc ct tix duurnent arm not censidcred vignnd and s*.aled -ar,dYhc StiA=i nuthest2laflun2�dcmus[_Lo trerl(cd or any elcttranic; toAfes: **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary J rfnFg bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or t110, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. defer to am(1f711t 1I{s; c drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,. listing this drawing indicates acceptance of pr 3 esslona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE: www.al ineitw.com;TPI:www.t inst.or'SBCA:www.sbcindust .com;ICC:www.iccsafe.or Job Number. 136DCS116 Ply:1 SEQN:744917/T15/JACK 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 8 FROM:GM DRW. Truss Label: BJ5 Wgt:16.8 Ibs / ... 03/31/17 C 12 6 Cl) O N 2X4(A1) B A D � 1 5 5 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 263 /123 /208 /- /155 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): NA D 90 /17 /70 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.010 D - - C 119 1115 /58 /- /- /1.5 EXP:C Des Ld: 37.00 Mean Height:19.50 ft HORZ(TL):-0.012 D - - Wind reactions based on MWFRS Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 NCBCLL: 10.00 p TCDL:5.0 psf D Min Br Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.329 g q= " Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.182 C Min Brg Width Req= - Re Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface.Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 Lumber A-B 27 0 B-C 53 -126 Value Set:13B(Effective 6/1/2013)Top hord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) c Bot chord 2x4 SP#1 Chords Tens.Cemp. Lumber value set"l3B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. O}.AN P��� r No o47162, m `, AN 401 01.5A 38 FF 5B 81 BO 0:71'48 GO 99 2E 85 FB.:. This item has d scaled by Mxnuel,Marnna� ?E If7..�lic:g6J1e2tcn the siate sKodwgboue u'.Sng asH .1 authenrYaticn code: �nnted copies of this dceument src not cdnsidcrxd stgnac snsfsesldd ar;d thca?':a=2 au[hcetsaNdcgodC.xnLsF6o ucrif�cd er assy'.dld.treF.ic' copies: "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWNG! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 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) r safety practices prior to performing these functions. Installers shall provide temporary RJrdv bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly f attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply,plate.to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to zm{>i1/ills u drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Coponents Group Inc:shall not be responsible for any deviation from this drawing,any failure to build the tru m ss in conformance with ANSIT�PI 1,or for handling shipping installation and bracing of trusses.A seal on this drawing or cover page, listing this drawingg indicates acceptance of professional'engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www, instor;SBCA:www.sbcindus .com•]CC:www.iccsafe.or 0 i r Job Number: 136DCS116 PI y:1SEQN:744915PT16/JACK 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW ty: 8 FROM:GM DRW: Truss Label: BJ3 gt:12.6 Ibs / ... 03/31/17 C 12 6 M O � 2X4(A1) B N 4"3 -- A D 1 3' 3' Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 193 /95 /162 !- /101 /5.5 BOLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 51 /8 /42 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.004 D C 64 /62 /28 /- /- /1.5 Des Ld: 37.00 EXP:CHORZ(TL):-0.004 D - - Wind reactions based on MWFRS Mean Height:19.00 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf D Min Brg Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.183 q= Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.075 C Min Brg Width Req= MWFRS Parallel Dist:0 to h/2 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01 01 0402.19 Lumber A-B 27 0 B-C 29 -110 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Chords Tens.Comp. Lumber value set"l3B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Wind �St��IS�ft#�j&' Member design based on both MWFRS and C&C. �'MA 0'r �i7 ira«ater�,.� ,0` -1�'.. off.�✓ V �' .4 !t". No 0.4,7182 +r 4/4. :. v .,SERIA ts... 40.015A 38 FF 58 81,130 8B 7F 48 00 99 2E'85 FB TTls ltcrm has dear.c4euranicatiy s{aneC'and sealeC by WanuelMartinac; ri f:�,'iic:IfgT391 fan tne:datr shdwh above t.:5np a 5HAaI au[ricntYatidn iodc: Qnntod ccviea of this ddccment are not cansidcrad siKncd and sealed and eh�s4a=:autfirntuatiun<ada.mcst Se ucnf Bari adydlect�ant 'cnpfai —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary 71;ek bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly f attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply Oates to each face of truss and position as shown above and on the Joint'Details, unless noted otherwise. kefer to �n�f?/�e1tt',,.U drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSaPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professlonat engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites:ALPINE: www.al ineitw.com;TPI: www.t inst.or;SBCA:www.sbcindust .com•ICC: www.icesafe.or Job Number: 136DCS116 Ply:1 SEQN:744913 1 T17/JACK 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 8 FROM:GM DRW: Truss Label: BJ1 Wgt:11.2 Ibs / ... 03/31/17 12 6 C 2X4(A 1 ) B ce) o U') ' 4"3 co A D 11 1� 1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:-NA VERT(LL): NA B 150 /87 /146 /- /49 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 11 /11 /19 /- /- 11.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.001 D - - C -14 /29 /27 /- /- 11.5 Des Ld: 37.00 C Mean Height:18.50 tt HORZ(TL): 0.001 D - - Wind reactions based on MWFRS Mea NCBCLL: 10.00 TCDL:4. psf B Min Br Code/Misc Criteria Creep Factor:1.5 g Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.171 D Min Br gWidthRe q= - - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.016 C Min Brg Width Req= Re Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 It P Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 !_umber A-B 27 0 B-C 29 -19 alue Set:13B(Effective 6/1/2013) � Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Chords Tens.Comp. Bot chord 2x4 SP#1 Lumber value set"l3B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Wind (Member design based on both MWFRS and C&C. BYIS � 00 *i Al t SEFt�. # 4O:015A 38,FF:SB 8f BO BB 7F AS 00 99 2E 65 FB: This item has Gee.ekmonlcaaq sigllgland aalea by m2n4f Aktinm �[j.t:tfc.pb7l a�Ica.tnc care 3lsewnabave>-::tnga SkAT �"' "' autneni miler code. vilntea copies of this 8rcu entarc not censiCeriA srgnee and scaled and'tfacS A+I2..tha.t a i6nOdP`r DL tSc v6rIG.d cr airy elestF.rsic' j 'cpPfei: '*WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building d gg p , ..: Component Safety Information,by TPI an SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporarryy rui v bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to Ola/hx,4'lvs,auc drawings 160A-Z for standard plate positions. 'Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE: www.al ineitw.com;TPI:www.t instor;SBCA:www.sbcindust .com;ICC:www.iccsafe.or t ; Job Number: 136DCS116 Ply:1 SEQN:744919/Y19/HIP_ 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 4 FROM:GM DRW: Truss Label: CJ7 Wgt:40.6 Ibs / ... 03/31/17 5'3"5 9110"1 5'3"5 + 4'6"11 D 12 4.24 Z—:z2X4 C � o� ih io v 2X4(A1)B T 4"3 A FF 5X6 �--VY 9'4e1 6" . 9'4"1 '1 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L!# Loc R /U /Rw /Rh /RL !W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.039 F 999 240 B 326 /199 !- /- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.059 F 999 180 E 365 /120 /- /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.011 F - - D 212 /219 /- !- /- /1.5 Des Ld: 37.00 EXP:CHORZ(TL): 0.017 F - - Wind reactions based on MWFRS Mean Height:19.99 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf E Min Br Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.412 g q= - Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.611 D Min Brg Width Req= - MWFRS Parallel Dist:0 to h/2 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.283 Bearing B is a rigid surface. Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber. GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 Lumber A-B 9 -8 C-D 78 -83 Value Set:13B(Effective 6/1/2013) B-C 491 -581 Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"1313"uses design values B-F 550 -446 F-E 0 0 approved 1/30/2013 by ALSC Loading �l8�4! p���� s Maximum Web Forces Per Ply(Ibs) Web T Hipjack supports 6-11-8 setback jacks with no webs. , &, + C-F 487 -600 Wind q�~ i c> � 7* ` Wind loads and reactions based on MWFRS. ft .` No 0 8 a "« -AT . 0 * �. SER(AL.;... 4001.5A38'FF 51381 B4$B71'48 0.699 2E 85 F.B this)zem�ioz Dean c4ectroelciity sianec�nd.:caleq et'b)angel H73rtlnuc; ?E IFL,�L6c.pa7197l en thrrfatc zlwwdabovc�aeg a5HA.1 authentixatlnn code_ ?rioted-pies of tii4 document sic riei censidcrad signet and—1a d ar,d theSvh.i au[nenticatianiodc i�5us[Lc vcrltcd or.anyelc:tranl cdpiesa **WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAW NG! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI andSBCA) y safety practices prior to performing these functions. Installers shall provide temporary rrry bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,B7 or t310, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to nm/.airrrrirs.�. drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build in Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com•TPI:wwwd instor;SBCA:www.sbcindust .com•ICC: www.iccsafe.or Job Number: 13611CS116 Ply:1 SEQN:744926/T23/VAL 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 1 FROM:GM [DRW. Truss Label: V1 Wgt:29.4lbs / ... 03/31/17 4'2" 8'4" i I 4-2" 4-2„ '1 12 B=4X4 T 6 iv A 3X4(D1) =3X4(DC1) l D 1112X4 j- 8'4" 4'2" 4,2" r 4'2" } 8-4" 'I Loading Criteria (psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.016 D 999 240 A* 73 /37 /34 /- /8 /100.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.019 D 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.007 D - A Min Brg Width Req M = - Des Ld: 37.00 ea Cn Height:19.77 ft HORZ(TL): 0.008 D - Bearing A is a rigid surface. N Mean NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 � TCDL:4.2 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES' Max TC CSI: 0.166 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.140 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CS 1: 0.122 A-B 221 -212 B-C 221 -212 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set:13B(Effective 611I2013) A-D 269 -163 D-C 269 -163 Top chord 2x4 SP#1 Maximum Web Forces Per Ply(Ibs) Pot chord 2x4 SP#1 Webs Tens.Comp. Webs 2x4 SP#3 I Lumber value set"1313"uses design values B-D 411 -336 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes 'a ���* .-' See DWG VAL160101014 for valley details. „'r ��a t,C} 4 ? 'C wag% F�-P•M -ST A -E iF}p.�g F. SERIAL is 40:O15A38Fi> d-g B SB Q7F48QO99A85,FB niiz item ttas_been ciecira>,ic:tiy sibn¢d 3nd.scoled by G7=A mirtin¢; � ea l>1,11c pa7797)pn:lhe etc ihawnabaae is inga SH7.�1 �" silntbd ccplc ci tiZsdcc¢rncntsrc riot c¢ncidersd stdned and:�scsl¢d an d ehre 5 A'c zUtt!enticanw5 f�c.r�i4st b¢ucrlPicd enartyel¢ceraixv.- cap!¢i **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAW NG! **IMPORTANT** FURNISH THIS DRAW NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary !a bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. 12efer to �m{n?ne>f/r,11 drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinggComponents„Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. inst.or•SBCA:www.sbcindust .com;ICC:www.iccsafe.or t , Job Number: 136DCS116 Ply:1 SEQN:744928 PT21/VAL 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 1 FROM:GM DRW: Truss Label: V2 Wgt:.16.8 Ibs .. / ... 03/31/17 1'11"8 3-11" 1'11"8 1'11"8 12 6 B=3X4 T -3X4(D1) =3X4(D1) A C 3-11" -I 3'11" 3-11" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.006 999 240 A' 70 129 /31 /- /6 /47.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.007 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.002 - - A Min Brg Width Req= - EXP:C Des Ld: 37.00 Mean Height:20.32 ft HORZ(TL):-0.003 - - Bearing A is a rigid surface. NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 TCDL:4.2 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.062 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.069 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 A-B 202 -162 B-C 202 -162 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 Chords Tens.Comp. Lumber A-C 158 -160 Value Set:13B(Effective 611/2013) Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Lumber value set"l3B"uses design values approved 1/30/2013 by ALSC Wind toll If Member design based on both MWFRS and C&C. `gt�4ty. �p'K� }}+,,�� Additional Notes . ,. ■■ See DWG VAL160101014 for valley details. o � �! 7,1 1 . -P STATE OF w 0 4 ID 3� i5�ilr$ �'i SEML . 40 015A 38:FF 5681 BO BB 7F 4s 00 99 2E85 FB 7hL item has neon eFea nnl[a?tV si3neC end ualest nq Manuel Martinet, , ..E(:t.lic.pa7182 ton the caM shown above rising a SHA 1 —&nti,,.0 1.cede_. onnted copies cl tba dccoment arc net censicemd tinned and sealed and thcsvi3 YutherAitatiw,zadcmtzt Lo uerifed cc any clectrarac cnpEes= —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 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) r safety practices prior to performing these functions. Installers shall provide temporary r ffl�v bracing per BCSI.Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly f attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Nefer to J. drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page of listing this drawing indicates acceptance of pressional engineering responsibility solely for the design shown. The suitability and use of this grawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI:www,t inst.or•SBCA:www.sbcindust .cam:ICC: www.iccsafe.or y, i Job Number: 136DCS116 Ply:1 SEQN:622764/T47/SPEC 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 5 FROM:AH DRW: Truss Label: 4C1 Wgt:25.2 lbs / ... 03131/17 12 _4X4C 4 T L oo =2X6 D N 2X4(A1)B T 3 A Li III2X4E I i 5'8"8 1' 5'8"8 $♦ 31-1 i Loading Criteria(psq Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.023 E 999 240 B 293 /126 /217 /- /101 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.030 E 999 180 D 215 /114 /138 /- /- /1.7 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.009 E - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 HORZ(TL): 0.012E - - B Min Brg Width Reg= 1.5 Mean Height:15.00 ft D Min Br q= NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 g Width Re 1.7 TCDL:4.2 psf Bearings B&D are a rigid surface. Soffit: 2.00 BCDL:5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.374 9 9 p Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.209 Bearing B requires a seat plate. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.321 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.D18.0614.20 A-B 19 0 B-C 50 -130 Lumber alue Set:13B(Effective 6/1/2013). Maximum Sot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Chords Tens.Comp. Bot chord 2x4 SP#1 B-E 89 -176 Webs 2x4 SP#3 Rt Bearing Leg 2x4 SP#3: Lumber value set"13B"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. D-E 102 -36 C-D 1338 -641 Wind ,,aa:4� ,1: MAC�'` # . Member design based on both MWFRS and C&C. +x NO 04718"21. s ' a* R. ir RAt 0, E OF * R N_" f fit 417 015A MIFF-56 831,B0 BB 7F 48 00 99 2E 85;17B: inl_jtem has trees eMrzmnlrsLg stdnce amesealed try FFiant:el"Ylzrtine� E tiL,�ll'c psJ3aZ}'yfr,IScer?a[eshewnalxayt:isinga SHA.1 " " autriantkaticri cudd_ �Printed ecpies of tick 8ccLmera are not c—sicerad ugned and snsled and etei:•.wRRi-Yut�dntieatlnn YGdC.kSiLst Le»erl(k yelacerantc' "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 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) r safety practices prior to performing these functions. Installers shall provide temporarryy rrnad bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or 810, as applicable. A'PpT places to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to �mt tiH{il.S i c drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI1 or for handlingshi in installation and bracing of trusses.A seal on this raw pp g drawing or cover a e g 9 P.9 .. listing this drawing indicates acceptance of professionag engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. Far more information see this'ob's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. inst.or;SBCA:www.sbcindust .com"ICC:www.iccsafe.or Job Number: 136DCS116 Ply:1 SEQN:622766 1'T30 1 GABL 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 1 FROM:DJH DRW: Truss Label: 4C2 Wgt:28.0 Ibs uu .. / ... 03/31/17 1 3' 4'4" 5'10"4 1� 2 3' '}��4�� 1,6"4 1 E 12 T 4 D C ,n M N r 2X4(A1)B i 1 A F H G t 6' 1 3' 1'4" + 1 6 4 3' 4'4" 5'10"4 1 2 6 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.002 H 999 240 B• 85 /40 /61 /- 117 /72.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.003 H 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.002 E - - B Min Brg Width Req= - EXP:C Des Ld: 37.00 Mean Hght:15.00 ft HORZ(TL):-0.003E - - Bearing B is a rigid surface. ei NCBCLL: 10.00 TCDL: ei psf Code/Mist;Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.163 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist"0 to h/2 TPI Std: 2007 Max BC CSI: 0.057 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.072 A-B 19 0 C-D 6 -114 Loc.from endwall:Any FT/RT:20(0)/l0(0) Mfg Specified Camber: B-C 14 -178 D-E 12 -40 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.01 B.0614.20 Maximum Bat Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 61112013) B-H 276 -25 G-F 289 -27 Top chord 2x4 SP#1 H-G 285 -26 Bat chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Gable Forces Per Ply(Ibs) Lumber value set"13B"uses design values Gables Tens.Comp. Gables Tens. Comp. approved 1/30/2013 by ALSC C-H 223 -115 E-F 112 -41 Plating Notes 1t � �r� D-G 242 -79 All plates are 2X4 except as noted. r T Wind at a'.•, ' * `,�� . Member design based on both MWFRS and C&C. �° m Right end vertical not exposed to wind pressure. .®,,, s 047182 Additional Notes e See DWGS A16015ENC101014&GBLLETIN1014 forCC gable wind bracing requirements. « d #, A 'Off" 40 01.5A38 FF 513 SS B0 138-.7F 48 04 99 2E 85 FB rhls irar•Y has Qean electranlottr sianedmnd scaled by tAanllet Martlnat, ?L jil,ik.-1147792!cn the data shown pbilVc L-sng a sHA.r authenrka6ldn coda_ Arintac ecplcsor this da<crnent me not aanrla—d ugnac and&-led jr.,, LCYJarilliSt LC m1fkd—"3ny&C trAnlC acpids "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping„installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)toy safety practices prior to performing these functions. Installers shall provide temporary nnr y bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to rm/.�ti?llru(s, c drawings 160A-Z for standard plate positions. Alpine;a division of ITW Buildingg�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of professtonat engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t insLor;SBCA:www.sbcindust .com:ICC: www.iccsafe.or V f Job Number: 136DCS116 Ply:1 SEQN:622751/T24/MONO 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 4 FROM:DJH DRW: Truss Label: 4C1A Wgt:22.4 Ibs / ... 03/31/17 1112X4C 12 4 to r T M r N � 2X4(A1)B N A E 1112X6 D 4'$n V4n 1 61 6' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) FCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.099 C 201 240 B 224 /86 /165 /- /101 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.119 C 167 180 E 297 /141 /185 /0 /0 /8.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.034 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL):-0.041 C - - B Min Brg Width Req= 1.5 g Width Re 4.2 psf E Min Br NCBCLL: 10.00 TCDL:Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 q= 1.5 Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.252 Bearings B&E are a rigid surface. BCDL:5.0 psf Bearings B&E require a seat plate. Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.464 (Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.188 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.01 B.0614.20 A-B 19 0• B-C 39 -87 (Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Chords Tens.Comp. Bat chord 2x4 SP#1 B-D 12 -8 Webs 2x4 SP#3 Lumber value set"l3B"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Wind q��� r��� D-C 197 -125 Member design based on both MWFRS and C&C. �C �,: �•� Oil Right end vertical not exposed to wind pressure. +� `� °' •+ ,'#Ps► g •y ILL# �. # ,.t E OF sj 710, 7, 417 015A 38 Ff 5B SI-E®SB 7E:48 00 99 2E 95,17 7TIs itemhasbear,eMwonlca7'rq st�ned";<nd:caleE by M.Mn VIJAarthnn M,47762icn the:date shawpabquc usnga5NAR7 auChclltY.atlCn iodn_. 2nntud ccgles of this du4ment ara riot censlcetad dp.d.md saaled � ar,d'thr5xn=i authdtrttcatian eat».encst SM verUicd a anydlcctraiaL- ceP(es_ "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary rrrr 5 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to rxjr.j�ei s,be drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build in Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineltw.com;TPI:www.t instor;SBCA:www.sbcindusl .com•ICC:www.iccsafe.or Job Number: 136DCS116 Ply:1 SEQN:717829%T32/COMN 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 1 FROM:GM DRW: Truss Label: 41-1 Wgt:39.2 Ibs / ... 03/31/17 10'4" FT 5'2" 12 4 C=4X6 T � o � =2X4(A1)B L D=2X4(A1) N to s A E F 1112X4 10, 1, } 52 + 52 5'2" 10'4" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL 1 W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.024 F 999 240 B 445 /211 /279 /- /81 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.029 F 999 180 D 445 /211 /279 /- /- 14.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.007 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.009 F - - B Min Brg Width Req= 1.5 Mean Height:15.00 ft D Min Br Width Re NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 9 q= 1.5 TCDL:4.2 psf Bearings B&D are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Cade: FBC 2014 RES Max TC CSI: 0.335 g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.225 Maximum Top Chord Forces Per Ply(Ibs) Rep Factors Used:Yes Max Web CSI: 0.081 Spacing:24.0" C&C Dist a: ft Loc.from endwawall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 19 0 C-D 821 -658 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 B-C 820 -658 D-E 19 0 Lumber Value Set:13B(Effective 6/1/2013) Maximum Sot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#1 B-F 592 -629 F-D 592 -629 Webs 2x4 SP#3 Lumber value set"1313"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Wind �t ���1il [8� �� C-F 212 -46 Member design based on both MWFRS and C&C. �+� �•i p Left and right cantilevers are exposed to wind "a�"4` �.:�k.� .� v _„• r,� Na 0 71 r ... o x STATE OF III Nil 1601 SERIAL!s: 4Q.015A 38 FF 58 81 B0 BB 7F 48 00 99 2E 85 FB 7'hls item has been ekcunnls:alty ssgned and-1w hq MMan"cl Mutwn L PE fP4.Uf.1147182tan th.oatc 5hawr,abauo L: gaS!in*1 aUthCntltatlLn indC_ ?nntod-pins c1 this d—n)-t ors•nut consiecmd agncu and scaidd and the 5➢b1*1 authcrdscatlun coda—t 8a,mNcd many cicctrams 'cdpleic **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 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)far safety practices prior to performing these functions. Installers shall provide temporary anti bracing per BCSI.Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, Al as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (Refer to drawings 16OA-Z for standard plate positions. Alpine,a division of ITW BuildinlComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE: www.al ineitw.com:TPI:www.t inst.or;SBCA:www.sbcindust .com•ICC: www.iccsafe.or Job Number: 136DCS116 Ply:1 SEQN.717113111 T31/SPEC 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 1 FROM:GM DRW: Truss Label: 41_2 Wgt:39.2 Ibs ! ... 03/31/17 f 5 54, _I 12 T T 4 =4X6 C I 2X4(A1)B =2X4(A1) N s A E i F III2X4 I 10' -�I 10'4" 1' 1' 10-4n I Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L!# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.023 F 999 240 B 445 /207 /278 !- /80 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.029 F 999 180 D 445 /207 /278 /- /- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.008 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.009 F B Min Brg Width Req= 1.5 Mean Height:15.00 ft D Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.336 Bearings B&D are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.225 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.081 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 19 0 C-D 794 -658 Wind Duration:1.60 WAVE VIEW Ver:15.01.D1.0402.20 B-C 793 -658 D-E 19 0 (Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#1 B-F 592 -603 F-O 592 -603 Webs 2x4 SP#3 Lumber value set"I 3B"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Wind �j4t�$I)1td$�#,di C-F 212 48 Member design based on both MWFRS and C&C. �� A y, (Left and right cantilevers are exposed to wind 6�Aq�,, F Gi 047 8 ; W. Al— ssaIAL a . 46015A 38 FF>56 81_®0 SB 7F 48 00 99 2E 85 FB.:, rhifiterlhas be•ne4ectra�lra7}y,if fl'W_rid.c'w by Manycl-Marcrosr.; 3E f.<L:Iic.p47787F en 6hez 6h aibavc l::snga 5HA.1 au[hcritisaiicn toda ' • nrintud cq!las or thdsdttexnenP,arr not censlsi¢rid stgnnd�ands:aalcd and eh,c5?xMi'avtlicstticatlon Caduinust be Vcrir9cd'on art elc<[�arsic Y cepfese —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 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 andSBCA)for safety practices prior to performing these functions. Installers shall provide temporary arr<ry bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 'Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites:ALPINE: www.al ineitw.com;TPI:www. instor•SBCA:-www.sbcindust .com:ICC:www.iccsafe.or Job Number: 136DCS116 Ply:1 SEQN:717842 f T20/HIPTDRW: 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 1 � FROM:GM Truss Label: 4L3 Wgt:49.0 Ibs ! ... 03/31/17 3' 7'4" 10'4" 3' 4'4" 3' 12 4 =4X4 C=4X6 D uo I ih =2X4(Al)B E=2X4(Al 13 5 A F H G III 2X4 =3X4 10, 1 3'1"12 3'10"l 2 I 3'3"8 1 3'1"12 + 7'0"8 T 10'4" -� Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160mph Pf:NA Ce:NA VERT(LL): 0.026 G 999 240 B 568 /278 /- /- /- /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.058 G 999 180 E 568 /278 /- /- !- /4.0 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.008 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.018 G - - B Min Brg Width Req= 1.5 Mean Height:15.00 ft Code/Misc Criteria Cree Factor:1.5 E Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.2 psf p Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.241 Bearings B&E are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.260 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.059 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 19 -14 D-E 510 -1120 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0 20402. B-C 509-1128 E-F 19 14 Lumber C-D 468-1088 Value Set:13B(Effective 6/1/2013) Maximum Bat Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#1 Webs 2x4 SP#3 B-H 1052 -470 G-E 1046 -471 Lumber value set"1313"uses design values H-G 1073 -469 approved 1/30/2013 by ALSC Maximum Special Loads � �`s .� ��p�04 Webs Tens.Comp.es P W bls (Ib Tens. Comp. -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) +y. r7 pt TC-From 55 plf at 1.00 to 55 plf at 0.00t ,- "°•"�"`• ���. C-H 151 0 G-D 156 0 TC-From 55 plf at 0.00 to 55 plf at 3.00 � ". ` if C-G 15 0 TC-From 61 plf at 3.00 to 61 plf at 7.33 �. ..� :� . TC-From 55 plf at 7.33 to 55 plf at 10.33 _. 047182 , TC-From 55 plf at 10.33 to 55 plf at 11.33 BC-From 4 plf at -1.00 to 4 plf at 0.00 BC-From 20 plf at 0.00 to 20 plf at 3.00 ,. BC-From 24 plf at 3.00 to 24 plf at 7.33 BC-From 20 plf at 7.33 to 20 plf at 10.33 BC-From 4 plf at 10.33 to 4 plf at 11.33 1^,*« TA T E 0 F BC- 99 lb Conc.Load at 3.00,7.33 10 Loading ��¢ r 0 Q.• `� ', #1 hip supports 3-0-0 jacks with no webs. Left side jacks have 3-0-0 setback with 0-2-0 cant and 1-0-0 overhang.End jacks have 3-0-0 setback SERL6,L#; , with 0-2-0 cant and 1-0-0 overhang.Right side jacks 40:015A 38 FF 5B 81 SO BB 7F 48 00 SO 2E 85 FB have 3-0-0 setback with 0-2-0 cant and 0-0-0 rhl:item has been eieamotl ity an nee d s iw by . 9 inane<cl Mart net; overhan r'r.1=x.tic.n6,n 8]Y cn the date shown a W we�arog a SHAM autrientk�slnnsude_ Wind Wind loads and reactions based on MWFRS. 'rir t"d.epie:cRhaz dccc nent zrc net censlecrzd:rgned and wale! and tfc S-i'1+:autfi CeAiL]"Cx1 YGdC mGa LC UCr1ICd rAS an'f eleLtf nix Left and right cantilevers are exposed to wind copies_ "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary J rtu,w bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or ti10, n/r Xnt iiJs;vc. as applicable. Appty plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Nefer to { drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSUTPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing, B awing for any structure is the responsibility of the uilding Designer per ANSIITPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t inst.or 'SBCA:www.sbcindust .com:ICC: www.icc-safe.or Job Number: 136DCS116 Ply:1 SEQN:725460/T6/VAL 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 1 FROM:AH DRW: Truss Label: 4MV1 Wgt:18.2 Ibs / ... 03/31/17 12 4 1112X4B v I A�=3X4(D1 D C 1112X4 5'3" 5'3" 63„ Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF OTCLL: LL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in ]cc L/defl U# Loc R /U /Rw /Rh /RL /W DL: 7.00 Speed: 160 mph Pf.NA Ce:NA VERT(LL): NA D* 72 /15 /47 /- /7 /63.0 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): NA Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.010 C D Min Brg Width Req= - EXP:C Des Ld: 37.00 HORZ(TL): 0.012 C Bearing D is a rigid surface. Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 NCBCLL: 10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.224 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.208 Chords Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.133 A-B 18 -54 Loc.from 6ndwall:not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 Chords Tens.Comp. Lumber Value Set:13B(Effective 6/1/2013) A-C 106 -5 Top chord 2x4 SP#1Bot Maximum Web Forces Per Ply(Ibs) We chord 2x4 #1 Webs Tens.Comp. Webs 2x4 SP#3 ens. om p• Lumber value set"l3B"uses design values B-C 179 -117 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes �& �y +• d� "" See DWG VAL160101014 for valley details. a �•• 4 47 w. 4— •, ,� '" : ` .. ,�+ ,�# •�.!� �� Bey. 4D:015A 38:FF'SB 82 Bt}BB 7F 48 00 99 2E 85`FB rhlsftdrn hasbean W2oroeicaiiioirynedmd.saated b4 FAamm.Marti—e ?E IrL.tic:li4na2 hen,thc¢itc showitpbouc s;shga SFfA.i - autAdntYatidnsodc_ FIMI.d'ecpl sof thrdccenseni are net censiderad#gned and ssakd ,and thcs3wl i authlnucmlon'codL rnGSt be_uerified many electmnr- -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 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 anSBCA)i-o�sa ety practices prior to performing these functions. Installers shall provide temporary 7iiiay'bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply Oates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (Refer to �ntf±1lrNls;ye drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professionag engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www, instor;SBCA:www.sbcindust .com;ICC:�Jccsafe.or , r Job Number: 136DCS116 Ply:1 SEQN:725462/74/VAL 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 1 FROM:GM DRW: Truss Label: 4MV2 Wgt:14.0 Ibs .. / ... 03/31/17 12 4 1112X4 B A =3X4(D1 T Li D C 1112X4 2'11"4 2'11"4 2'11"4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA D' 75 /12 /44 /- /6 /35.2 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 C D Min Brg Width Req= - EXP:C Des Ld: 37.00 HORZ(TL):-0.002 C - - Bearing D is a rigid surface. Mean Height:15.00 ft Code/Misc Criteria Cree Factor:1.5 NCBCLL: 10.00 TCDL:4.2 psf p Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.052 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:h to 2h TPI Std: 2007 Max BC CSI: 0.060 Chords Tens.Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.036 A-B 13 -23 Loc.from endwall:not in 9.00 ft FT/RT:2D(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 Chords Tens.Comp. Lumber A-C 59 -3 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 SP#1 Webs Tens.Comp. Webs 2x4 SP 43 Lumber value set"l3B"uses design values B-C 83 -60 approved 1/30/2013 by ALSC Wind tt�$�$�19 I&tt1j,I?�� Member design based on both MWFRS and C&C. Additional Notes ' + ° d� See DWG VAL160101014 for valley details. No 04 182 1Z ^+ * ' go 00 s , • awp m SERIAL#: .; . .. 40 015A 38 FF 50 81•BO 86:71F 4$00 99 2E 85 FB: MR itcri has hear.cicaranloity➢lgnnc grid scaled bV ManuerMartinni, ?E FL.Uc.r{a71811 en the-d2tc showhabbucisingasNA.7 '- auttentFaticn coda_ ?dntnd espies of tivs deccrnen(arc rani censlC_rzd:grand ansl�szalzd .ar,d the swlu authanu=tina:odcht tbra ucrdcd w.amj rinctrarac capfe:: —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingg shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary tn�f bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply Oates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. llRefer tom/.��?�t{r(_.;_c_ drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of protessiona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www. inst.or;SBCA:www.sbcindust .com'ICC: www.iccsafe.or i Job Number: 136DCS116 Ply:1 SEQN:622755/T34/JACK 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 4 FROM:AH DRW: Truss Label: 4BJ1 Wgt:11.2 Ibs / ... 03/31/17 12 4 � C 2X4(A1) B A r r D i 1' 1' 1t loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/#. Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA 6 140 /109 /143 /- /31 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): NA D 11 /11 /19 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 D C 0 /27 /28 /- /- /1.5 EXP:C Des Ld: 37.00 Mean Height:15.00 ft HORZ(TL): 0.000 D Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 g Width Req= 1.5 S B Min Broffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.179 D Min Brg Width Req= - BCDL:5.0 psf C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.019 Bearing B is a rigid surface.Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.01 B.0614.20 Lumber A-B 17 0 B-C 23 -10 i Yalue Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per PI (Ibs) Top chord 2x4 SP#1 y Bot chord 2x4 SP#1 Chords Tens.Comp. i Lumber value set"l3B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left cantilever is exposed to wind R►L 4 NO 0471182 C . firID �� ag /0 l� 4D:015A 38:FF 56 83 BO BB,7F 48 00 99 2E&S`.FB Thls item has bean elearnnlciw�%ned.and Sealed by iaadcef rAarunal, 8E isl:tic:d4J197h cn lire date shown above¢zing a SMA,l athantisaddn code: 64ntnd ecpiez or t},u-dccumenkarc not censlecrad vgnecandsnaled and tho SwA*a authent-tion cod&m tSe vcrlf:cd of any cicct x, apiatt **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWNGI **IMPORTANT** FURNISH THIS DRAWNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of.BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. I �r nstallers shall provide temporary fita bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly l attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply Oates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. 12efer to i'nr{x?xti11...;'uc drawings 160A-Z for s Oates � g n rd plate positions. Alpine,a division of ITW BuildinlComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professionag engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.or•SBCA:www.sbcindust .com;ICC:www.iccsafe.or t , Job Number: 136DCS116 Ply:1 SEQN:7178371 T35!EJAC 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 4 FROM:GM DRW: Truss Label: 4EJ3 Wgt:12.6 Ibs / ... 03/31/17 12 4 C In T 2X4(A1) B D 3' 1' 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 192 /87 /152 /- /57 /4.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 49 /6 /38 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 D C 61 /42 /24 /- /- /1.5 Des Ld: 37.00 EXP:CMean Height:15.00 ft. HORZ(TL):-0.003 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf D Min Br Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.177 g g= - Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.069 C Min Brg Width Reg= . MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01,01,0402.20 Lumber A-B 19 0 B-C 19 -62 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Chords Tens.Comp. Bot chord 2x4 SP#1 Lumber value set"1313"uses design values B-D 0 0 approved 113012013 by ALSC Wind Member design based on both MWFRS and C&C. � MAI Left cantilever is exposed to wind ��. ;«�aAj Nb 04,71,82 -P% STATE F wr ««' J" r .t.4 ID 40.01::5A 38 FF 58 81.B0 IB B:7F 48 00 99:2E 85'.FB: mk it—hasbezn clearnni-Uf tsmnec and:caleC by M.a-ilA. l-n P9 rL,tic 9471 a2 hen tha i.M shaven above s.:sng a SHA.1 auntentfcil(cn iode_- �rinted ecpiez of this dcurneniart;n�i censldorzd vgnee and—kd ar,d the5ti1*1 nutfienticatian ep�e.must Lz vcrlicd rc,anp'clectracl: cgples� ' **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI andSBCA)toy safety practices prior to performing these functions. Installers shall provide temporary ! rmdu bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ✓ attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to gxlm ei u drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSAPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pr)esslona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. instor;SBCA:www.sbcindust .com;[CC:www.iccsafe.or Job Number: 136DCS116 Ply:1 SEQN:717840/T36/HIP_ 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 2 FROM:GM DRW: Truss Label: 4CJ3 Wgt:15.4lbs / ... 03/31/17 12 2.83 C N j =2X4(A1)B c7 A D I �- 1[5ii 4'2"3 4'2"3 Loading Criteria(psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 127 /78 /- /- /- /5 7 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): NA D 20 /- /10 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 D - - C 51 /39 /- /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.000 D - - Wind reactions based on MWFRS Mean Height:15.00 ft B Min Brg Width Re NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 q= 1.5 TCDL:5.0 psf D Min Brg Width Re Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.135 q= - MWF 5.0 psf C Min Brg Width Req= - • Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.026 P Spacing:24.0 C&C Dist a:3.00 ft Re Factors Used:No Max Web CSI: 0.000 Bearing B is a rigid surface. " Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.20 Lumber A-B 14 -9 B-C 12 -10 I I/alue Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Chords Tens.Com Bat chord 2x4 SP#1 p• I Lumber value set"l3B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Loading The following trusses need concentrated loads at the q Bar end of their overhangs:0-0-0 span/setback member �4� �s on the 0-1-8 cant side requires 17 Ibs and the 0-0-0 s �' °y, ► d span/setback member on the 0-1-8 cant side requires � *�»�t� a •F . I17 lbs. Sub-fascia beam assumptions:1-0-0 sub-fascia beam No 047182k on the 0-1-8 cantilever side.1-0-0 sub fascia beam on +. s the 0-1-8 cantilever side. ; Hipjack supports 2-11-8 setback jacks with 0-1-8 T +" cantilever one face;0-1-8 cantilever opposite face. '"M� STATE OF Wind . d w� Wind loads and reactions based on MWFRS. `«+ "� N +s Left cantilever is exposed to wind Pee ' ItIA11 A SERIAL ft, .. 40:015A 38 FF 5B 81.BO SB 7F 48 00 99 2E 8$FI3 tins itarn nas been eieu aglcsvy signed and waled by tuans.al`Aktinat; 'tl+4.lu:pa7rA2ten tna_datestawnaixavcsssnga ShAsi - - autnanW.atfen code. ?rintec ccpie:or[is dccs;rnent uc not censldefed:rgnad and ses{td and thrS>::1�'s autbnaa3Lat16a5co�a niGS[i)e,Ncrl(icd ar an�dlc.:tiaia8s. copies: "WARNING' READ AND FOLLOW ALL NOTES ON THIS DRAWNG! "IMPORTANT'" FURNISH THIS DRAWNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI andSBCA)toy safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. {Refer to nnr/xmN(s;'uc drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t insLor;SBCA:www.sbcindust .com'ICC:www.iccsafe.or Job Number: 136DCS116 Ply:1 SEQN:6817171 T39!SY42 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 1 FROM:DJH DRW: Truss Label: FG1 Wgt:46.2 Ibs / ... 03/31/17 1'3,'--� F- -— F31 F3-I I —1'3" �{ 11122X6 =5gX6 1112CX6=p 6 III E 6 G F =4X4 =3X6 H =3X6 4'2" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.019 C 999 360 H 1674 /- /- /- /- /6.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.030 C 999 240 F 754 !- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.003 F - - H Min Brg Width Req= 1.3 Des Ld: 55.00 EXP:NA HORZ(TL): 0.004 F - - F Min Brg Width Reg= - Mean Height:NA ft NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearin g H is a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.481 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.234 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.242 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 21 -1 C-D 0 -833 I:NA GCpi:NA Plate Type(s): B-C 0 -833 D-E 0 -17 Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.19 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#1 H-G 668 0 G-F 772 0 Bot chord 4x2 SP#1 Webs 4x2 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"l3B"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC 111ft1 A-H 7-1031 G-D 136 0 Special Loads �� 4 � � H-B 0 -934 D-F 0 -1023 —(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) B-G 364 0 F-E 82 0 4 �rtt cs +er ;r ,+�, p C-G 4 -454 E-F 0 128 TC-From 50 plf at 0.13 to 50 plf at 4.17 �. .x �' BC-From 5 plf at 0.00 to 5 plf at 4.17 ;�"�� �"`E*�"� +�r"�+•�i� '��� TC-1102 lb Conc.Load at 0.31,2.31r.` '� N Hangers/Ties (J)Hanger Support Required,by others K Additional Notes ' CIL. Webs are square cut except dbl diagonals or as ``P OF otherwise shown. Truss must be installed as shown with top chord up. j e. 40 01.5A 38 FF 5B 81•BO BB 7F 48 O0.99 2E S5 FB. thl item has linen eieaionlcatiy siynec and ualec by Manucl,li7artina;, ?F t:L,AIC;pb77H2 r an.thr:s3iM shawnalwye using a SffA.! autAcrtS:�61cn code_ ➢rrnte�cnpies or this d�ameni arc riot cansld¢wtl tignee andscaled and tkrss=ram s authnnt{atiari eodnrtbst Oc,rcrir;ed en ony zlcaran5e. copies —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT*' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted c herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly f attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, rim aiLtilLg,uc as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Nefer to f drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pro{essiona engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites:ALPINE:www.al ineitw.com'TPI:www. inst.or'SBCA:www.sbdndus .com;ICC:www,iccsafe.or Job Number: 136DCS116 Ply:1 SEQN:681706/T41/SY42 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 1 FROM:JAH DRW: Truss Label: FT1 Wgt:89.6lbs / ... 03/31/17 1'6"4+- 1'4" (TYP) W=3X4 A B C D E F G H I J K L M N 3"e AC =2X4 3 AD —2X4 IF ri "8 0 AB AA Z Y X W V U T S R Q P W=3X4 16'7"8 (� 16 7 8 (Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 N 999 360 0* 108 /- /- /- /- /199 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 N 999 240 AS Min Brg Width Req= - Category:NA BCDL: 5.00 Snow Duration:NA HORZ(LL): 0.001 N - - Bearing AS is a rigid surface. Des Ld: 55.00 EXP:NA HORZ(TL): 0.002 B - - Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Maximum To Chord Forces Per PI Ibs NCBCLL: 10.00 P p y( ) TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.094 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 TPI Std: 2007 Max BC CSI: 0.021 MWFRS Parallel Dist:NA _ A-B 0 -1 - H I 0 1 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.035 B-C 0 1 1-1 0 1 Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: C-D 0 1 J-K 0 1 I:NA GCpi:NA Plate Type(s): D-E 0 1 K-L 0 -1 Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.19 E-F 0 -1 L-M 0 -1 Lumber F-G 0 -1 M-N 0 -1 Value Set:13B(Effective 6/1/2013) G-H 0 -1 Top chord 4x2 SP#1Bot Maximum Bot Chord Forces Per PI Ibs We chord 4x2 3 #1 Chords Tens.Comp. Chords Tens. Coin Webs 4x2 SIP#3 P• P• Lumber value set"1313"uses design values AB-AA 1 0 U-T 1 0 approved 1/30/2013 by ALSC AA-Z 1 0 T-S 1 0 Bracing 11A Z-Y 1 0 S-R 1 0 SheathingIs required for an longitudinal(drag) @ �, �yy 8�d�p Y-X 1 0 R-Q 1 0 q Y �I�" X-W 1 0 Q-P 1 0 forces.All connections to be designed by the building W-V 1 0 P-O 1 0 designer. a .'ir a• �,� g V-U 1 0 Fasten rated sheathing to one face of this frame. Plating Notes 2" Maximum Web Forces Per Ply(Ibs) t. ; _ ` • Webs Tens.Comp. Webs Tens. Comp. All plates are 2X4 except as noted. i< AC-AD 0 -5 O-N 0 -10 (Additional Notes A-AB 0 -63 N-O 0 -65 (Webs are square cut except dbl diagonals or as « . T ATZ 0,F otherwise shown. * Maximum Gable Forces Per PI r� 'E .ey-' y(Ibs ) ,Truss must be installed as shown with top chord up. *#a* » { �` 1 Gables Tens.Comp. Gables Tens. Comp. �4 C 55 -AA 0 -1 J-S 0 -133 D-Y 0 -134 K-R 0 -134 40:01 5A 38 FF 51381 B01383148 OG 99 2E85.FI3., E-X 0 -133 L-Q 0 -1 F-W 0 -133 M-P 0 -1 5555 Ihl:jtemhas beencieetranica4r siynec�tiA'scaledhy Manusl:Marti'ny G-U 0 -133 °EI=�:tfc.pans7ten tnedatesfwwnaboyc w-ing�sfi�.1 ' - ' au[hentY.aticn ande. ?rinn,a ccpies of thk d—ment are not cnnslcergd signet pnd.snsled' and the&a Axa 5ethenticauonto�i nest Lc Vmfcdon anydlnttia,:fc � -ccpias:. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 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 practices prior to performing these functions. Installers shall provide temporary antt7 bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have'a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, J: as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to �nr{iclfrfls;_uc drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build in Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Far more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com•TPI:www. instor•SBCA:www.sbcindust .com'ICC:www.iccsafe.or i Job Number: 136DCS116 Ply:1 SEQN:681709 I T48/SY42 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 12 FROM:JAH FDRW: Truss Label: FT2 Wgt:103.6 Ibs / ... 03/31/17 7'5"8 i 9'6"8 167'8 7'5"8 2' 72" 1711 1�_ 2'3°13_+_2 1� f"-2n11"� 1'2�'1'�'-22 11 — -}�1-21 11„� . 3X4 =4X6 =4X4 =3X4 W=3X4 =4X4 =4X6 A B C D E F G H I J K L M T ''e =2X4 =2X4X �"8 V U T S R Q P O N =4X4 =4X6 =3X6 W=H0308 =3X4 =3X4 =6X6 =4 6 =3X4 167'8 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Sid: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.194 F 995 360 V 900 /- /- /- /- /7.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.314 F 617 240 N 915 /- /- /- /- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.034 B - - V Min Brg Width Reg= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.056 B - - N Min Brg Width Req= 1.3 Mean Height:NA ft Bearings V&N are a rigid surface. NCBCLL: 10.00 TCDL:NA psf Code!Misc Criteria Creep Factor:1.5 Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.567 Bearing V requires a seat plate. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.688 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.462 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 1 0 G-H . 0 -2908 Wind Duration:NA WAVE,HS VIEW Ver:16.01.0113.0614.19 B-C 0-1427 H-1 0 -2908 Lumber C-D 0-2441 1-1 0 -2367 D-E 0-2441 J-K 0 -1437 Value Set:13B(Effective 6/1/2013) E-F 0-2909 K-L 0 -1437 Top chord 4x2 SP#1 F-G 0-2917 L-M 3 0 Bot chord 4x2 SP#1 Webs 4x2 SP#3 Lumber value set"1313"uses design values Maximum Chord Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. tttlt➢#� V-U 811 0 R-Q 2917 0 Plating Notes ;�t%<t � T-S 2743 0 P-O 2008 0 All plates are 2X4 except as noted. 4 .�ME•fP$•.#M� S-R 2743 0 O-N 761 0 Additional Notes +2x6 continuous strongback.See detail ®; 0� Maximum Web Forces Per Ply(Ibs) STRBRIBR1014 for bracing and bridging + € 0.4,71810• Webs Tens.Comp. Webs Tens. Comp. recommendations. Webs are square cut except dbl diagonals or as s :' W X 0 -2 _ G-Q 0 -296 otherwise shown. . A-V 0 -39 Q-1 550 -36 Truss must be installed as shown with top chord up. V-B 0-1172 I-P 0 -508 x y" B_U 890 0 P-J 531 0 U-C 0 -857 J-O 0 -820 ` +a D-T 591 O 8 89 O-L 970 0 Qj1 - ® . E-R 506 424 -1128 N-M 0 -15 IPS9St R-F 0 -272 M-N 0 -57 SERIAL 9; . 0.015A38FF 513 81 BO BB 7F48 00 99 2E 95'FB Ihls lfem has beer ekctronioiiy s.'bned and sealerlby manual fAartinu4 ?Ft:l.Llc:paTls2l en,ttse care sfvawrt above�snga SHA+I auttiertt:atfen Code_ P011ted ccpies of tits da eurnent arc Mt and scaied and they"v1•:E aatherJicaui cado must be ver16cd m an•/electmruc ccpiesa —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 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)fo'r safety practices prior to performing these functions. Installers shall provide temporary / aTrr t bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or ti10, nm 6firtu�s; r as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. f2efer to drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI1TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.ai ineitw.com;TPI:www. instor;SBCA:www.sbcindusl .com;ICC: www.iccsafe.or I' Job Number: 136DCS116 Ply:1 SEQN:681712/T49/SY42 4EJB 2807-Elie"D"OL OW/DR Horton/4EJ8 2807-Elie"D"OL OW Qty: 7 FROM:JAH DRW: Truss Label: FT3 Wgt:103.6 Ibs / ... 03/31/17 7'5"8 9'5"8 1678 {- 7,5n8 2' f 72n _I { -2111� �2,1� 1,2�'� �1,��--2'3"13 2'2"11 3X4 =4X6 =4X4 =3X4 W=3X4 =4X4 =4X6 A B C D E F G H I J K L M T 5 =2x4 W 2X4X V U T S R Q P O N =4X4 =4X6 =3X6 W=110308 =3X4 =3X4 =6X6 =4X6 =3X4 16'78 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) TOLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.194 F 995 360 V 900 /- /- /- /- /7.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.314 F 617 240 N 915 /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.034 B - - V Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.056 B - - N Min Brg Width Req= - Mean Height:NA ft Code/Misc Criteria CreepFactor:1.5 Bearing V is a rigid surface. NCBCLL: 10.00 TCDL:NA psf Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.567 Bearing V requires a seat plate. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.688 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.462 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 1 0 G-H 0 -2908 Wind Duration:NA WAVE,HS VIEW Ver:16.01.01 B.0614.19 B-C 0-1427 H-1 0 -2908 Lumber C-D 0-2441 1-1 0 -2367 Value Set:138(Effective 6/1/2013) D-E 0-2441 J-K 0 -1437E-F 0-2909 K-L 0 -1437 Top chord 4x2 SP#1 F-G 0-2917 L-M 3 0 Bot chord 4x2 SP#1 Webs 4x2 SP#3 Maximum Sot Chord Forces Per Ply(Ibs) Lumber value set"l38"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC Plating Notes � � $ V-U 811 0 R-Q 2917 0 All totes are 2X4 except as noted. q* MA. > U-T 2021 0 Q-P 2711 0 P P +e+i» >: Qt# T-S 2743 0 P-O 2008 0 rI S-R 2743 0 O-N 761 0 Additional Notes +2x6 continuous strop back.See detail STRBRIBR1014 for bracing and bridging Maximum Web Forces Per Ply(Ibs) �£l o • . € Webs Tens.Comp. Webs Tens. Comp. recommendations. Webs are square cut except dbl diagonals or as • W-X 0 -2 G-Q 0 -296 otherwise shown. +.. K A-V 0 -39 Q-1 550 -36 !Truss must be installed as shown with top chord up. max" V-B 0-1172 I-P 0 508 y he B-U 890 0 P-J 531 0 U-C 0 -857 J-O 0 -820 %Q `. °�. C-T 591 0 K-O 0 -87 D-T 0 -89 O-L 970 0 R-F 28 506 -63 N M 0 1115 # 0 272 M N 0 57 4D 015A 38 FF:SB 81 BO SB'7F 43 Ot199 2E`85 f8: ihli itemhgstieatn c{eurnnicafry i{enac and caled by Mgna:cl,Martine;; E I't:'3!<pdTls2f m,ttlC CAtc ihawn abquos::sd�.sHAR au[7fanttcausin arida_ � ,PiinteC ncgics cf et&dccusnent stc nqt cgnsiterztl v`dnec gnd's;galed: qnd fhc..xr�..d'aurrientua3ldneddrw.must Ln tctifcd csr anyclecticric; I cap(esc I "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,b TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporarryy ri�etr bracing per BCSI.Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 or T10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to om/i�i{trlls,'ue drawings 160A-Z for standard plate positions. 'Alpine,a division of ITW Build in Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the building Designer per ANSUTPI 1 Sec.2. Far more information see this job's general notes page and these web sites:ALPINE:www.al ineitmcom;TPI:www. inst.or•SBCA:www.sbcindus .cam•[CC:www.iccsafe.or T Job Number: 136DCS116 Ply:1 SEQfJ:681715 I 50/SY42 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 1 FROM:JAH DRW: Truss Label: FT4 Wgt:89.6 Ibs / ... 03/31/17 1'6"4-+— 1'4" (TYP) W=3X4 A B C D E F G H I J K L M N T 3„8 =2X4 v 1 3T�8 AD —2X4 J_ O AB AA Z Y X W V U T S R Q P W=3X4 167 8 167 8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 N 999 360 O* 108 /- /- /- /- /199 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 N 999 240 AB Min Brg Width Req= - Category:NA BCDL: 5.00 Snow Duration:NA HORZ(LL): 0.001 N - - Bearing AB is a rigid surface. Des Ld: 55.00 EXP:NA HORZ(TL): 0.002 B - - Mean Height:NA ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.094 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.021 A-B 0 -1 H-1 0 -1 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.035 B-C 0 -1 1-1 0 -1 Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: C-D 0 1 J-K 0 -1 1:NA GCpi:NA Plate Type(s): D-E 0 -1 K-L 0 -1 Wind Duration:NA WAVE VIEW Ver:16.01.0113.0614.19 E-F 0 -1 L-M 0 -1 Lumber F-G 0 -1 M-N 0 -1 Value Set:13B(Effective 6/1/2013) G-H 0 -1 Top chord 4x2 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP#1 Webs 42 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"1313"uses design values AB-AA 1 0 U-T 1 0 approved 1/30/2013 by ALSC AA-Z 1 0 T-S 1 0 t>i$lLlf � Z-Y 1 0 S-R 1 0 Bracing R1 � 1 �� Y-X 1 0 R-Q 1 0 Sheathing is required for any longitudinal(drag) X-W 1 0 Q-P 1 0 forces.All connections to be designed by the building ` �s°+ `•++.. W-V 1 0 P-O 1 0 designer. � t". ,�4 �+ `: �». V-U 1 0 Fasten rated sheathing to one face of this frame. ' `Plating Notes No 7182'a„ .' . '� Maximum Web Forces Per Ply(Ibs) Q , + �, • Webs Tens.Comp. Webs Tens. Comp. All plates are 2X4 except as noted. AC-AD 0 -5 O-N 0 -10 Additional Notes A-AB 0 -63 N-O 0 -65 TA O &. '.. . Webs are square cut except dbl diagonals or as �, ��{�',,"�' otherwise shown. +, '�� ° . �O. Maximum Gable Forces Per Ply(Ibs) •• Gables Tens.Comp. Gables Tens. Comp. Truss must be installed as shown with top chord up. '"#.�$,,.�` "'+,- �� � ,�� p• p• day C-AA 55 0 -1 J-S 0 -133 �3$ yft'� 3 D-Y 0 -134 K-R 0 -134 SERIAL ' E-X 0 -133 L-Q 0 -128 40 01:5A 38 FF 5B$160 BB 7F 48 00 99 2E 85 F8 F-W o -133 M-P 0 155 Thiz itershasbcencicaroniuttyslgnee-d—We by m.mn l iviani—e G-U 0 -133 ?E(.L.I :p671671 en tlice�le shown almvcl._ng aSFiA+3 auromtSia€icn¢ode. Priniad ccyias dt ttu dcc�rnent art net censl�erztl:ignci:and sealed. and tF,e S>vi>�auttientira;ton[nticz5tbst Le ucrlftd crr any%dlectranic' -copfes�' **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingq handlin shipping,installing•and bracing.•Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA)for safety practices prior to pertorming these functions. Installers shall provide temporary J 717,y bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ✓ attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3,87 or 810, �m h?l�rius. as applicable. Apply places to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to f drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professions engineering responsibility,solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www. instor;SBCA:www.sbcindus .com:ICC:www.iccsafe.or Job Number. 136DCS116 Ply:1 SEQN:622713/T46/SY42 4EJB 2807-Elle"D"OL OW/DR Horton 14EJB 2807-Elle"D"OL OW Qty: 4 FROM:DJH DRW: ,Truss Label: FT5 Wgt:131.6(bs .. / ... 03/31/17 8'1"4 10'1"4 19'11"8 8'1"4 1 2' 1 9'10"4 -- �I 1'3"12 1'3"1—� �81. 1'3"12 1'3"' 1112X4 =4X4 W=3X4 =2X4 III2X4 1112X4 1112X4 =3X4 1112X4 1112X4 A B C D E F G H I J K L M N T sT8 AA =2X4AB 1 3�8 Y X k!S=X8 V =5X6 1113X6 U T S R Q P O W=3X4 19'11"8 i I (Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.369 G 632 360 Z 1084 /- /- /- /- 17.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.577 G 404 240 O 1098 /- BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.050 B - - Z Min Brg Width Req= 1.5 EXP:NA HORZ TL: 0.079 B O Min Br Width Re Des Ld: 55.00 Mean Height:NA ft ( ) g q NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 Bearing Z is a rigid surface. TCDL:NA psf Bin Z seat late. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI:. 0.939 Bearing , requires a P Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.734 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.553 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:.NA GCpi:NA Plate Type(s): A-B 1 0 H-1 0 -4070 Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 B-C 0-1887 I-J 0 -3304 Lumber C-D 0-3345 J-K 0 -3304 Value Set:13B(Effective 6!1/2013) D-E 0-3345 K-L 0 -3304E-F 0-4443 L-M 0 -1894 Top chord 4x2 SP#1 F-G 0-4457 M-N 3 0 Bot chord 4x2 SP#1 G-H 0-4456 Webs 4x2 SP#3 Lumber value set'.'13B"uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Plating Notes Z-Y 1057 0 T-S 4411 0 All plates are 4X6 except as noted. Y-W 2712 0 S-R 0 0 * •> X-W 0 0 S-Q 3812 0 Hangers/Ties W-V 3927 0 Q-P 2700 0 (J)Hanger Support Required,by others �a �' i� V-U 3935 0 P-O 1059 0 d3 + I � U-T 4457 0 Camber Max JT VERT DEFL:LL:0.37"DL:0.26".See detail �" t Maximum Web Forces Per Ply(Ibs) DEFLCAMB1014 for camber recommendations. ,* Webs Tens.Comp. Webs Tens. Comp. 1 Additional Notes a. „ wY _. AA-AB 0 -3 T-H 520 -259 I+2x6 continuous strongback.See detail ` *�, . } . .a A-Z 0 41 H-S 0 543 STRBRIBR1014 for bracing and bridging Z-B 0-1471 S-1 391 0 recommendations. B-Y 1155 0 I-Q 0 -691 ;,Webs are square otherwise shown cut except dbl diagonals or as f j �� C-W 860 1140 Q-QL 82o -70 Truss must be installed as shown with top chord up. SERtAi#. D-W 0 -106 L-P 0 -1120 40 015A 38 Ff:5B 81 BQ IBB 7F 48-0.0 99 2E 85 F8: W-E 0 -802 P-M 1161 0 mi E-U 877 0 M-O 0 -1477 ¢emnasoeenclectrad�vys{3nceandaalegoyi7an�sl,enartinet U-F 0 -309 O-N 0 -15 �F�C7.l6c.0 4 73 alFan t>lgcatoshownabngcr:anga SH..t 'autticri[N.aElcneoce_ G-T 136 -274 N-O 0 -44 vrinteE ccpie:oFehisslceunent are not cansiccrxe ugnca andsrsled� and`the SW1+.Y yuffirlAl[atlun errla.xnrzt l,r acdfcd u tirv/elcctrar.�:.' I .coP(es�' `*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS frusses.require extreme care in fabricating,handlin shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI anc7'SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary �rnry 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 shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to �mf /��f!•f• Idrawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI�fP1 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. .For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. instor;SBCA:www.sbcindust .com;ICC:wwwJ=afe.or r r Job Number: 136DCS116 Ply:1 SEQN:681723 PT33/SY42 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 4 FROM:DJH [DRW: Truss Label: FT6 Wgt:144.2lbs / ... 03/31/17 8'1"4 10'1"4 20'3"8 8'1"4 2' 107'4 3 1311 l I III2X4 W=3X4 =2X4 1112X4 =6X6 1112X6 1112X6=5X6 =3X4 1112X4 =5X6 III2X4 T 7s ACA B C D E F G H I J K L M N 0 P =2X4AD + 1 T8 AA W V U T AB Z=5X8 X =6X6 1114X6 =4X4 S R Q W=3X4 20'3"8 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.362 H 655 360 AB 1102 /- /- /- /- /7.5 BCLL: 0:00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.566 H 419 240 Q 1116 /- /- /- /- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.051 Q - - AB Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NAght:NA ft HORZ(TL): 0.080 Q - - Q Min Brg Width Req= 1.3 Mean Height:NCBCLL: 10:00 TCDL: ei psf Code/Misc Criteria Creep Factor:1.5 Bearings AB&Q are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.512 Bearing AB requires a seat plate. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.731 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.566 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 1 0 1-1 0 0 Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.19 B-C 0-1927 I-K 0 -4188 Lumber C-D 0-3413 K-L 0 -4188 Value Set:13B(Effective 6/1/2013) D-F 0-3413 L-M 0 -3380 E-F 0 0 M-N 0 -3380 Top chord 4x2 SP#1 F-G 0-4832 N-0 0 -1932 Bot chord 4x2 SP#1 G-H 0-4851 O-P 3 0 Webs 4x2 SP#3 H-1 0 -4839 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(Ibs) Plating Notes �01111frij, P Chords Tens.Comp. Chords Tens. Comp. All plates are 4X6 except as noted. Ai '=. AB-AA 1077 0 V-U 4542 0 '•� � "•� !t $ AA-Y 2766 0 U-T 0 0 Camber ' Z-Y 0 0 U-S 3907 0 Max JT VERT DEFL:LL:0.36"DL:0.25".See detail ` + * Y-X 4032 0 S-R 2756 0 DEFLCAMB1014 for camber recommendations. ,' N to 0 4''` e _ a X-W 4033 0 R-Q 1078 0 ".' W-V 4851 0 Additional Notes 6 +2x6 continuous strongback.See detail :. `�* Maximum Web Forces Per Ply(Ibs) STRBRIBR1014 for bracing and bridging recommendations. AT , $ Webs Tens.Comp. Webs Tens. Comp. y l Webs are square cut except db1 diagonals or as * + 4 AC-AD 0 -3 V-1 756 0 otherwise shown. �*, �r x* sy" A-AB 0 41 I-U 0 -500 Truss must be installed as shown with top chord up. �� t�jt 4 AB-B 0-1499 U-L 397 0 B-AA 1182 0 L-S 0 -716 Jp )f1�I10tt AA-C 0-1167 M-S 0 -72 SERIAL#; C-Y 879 0 S-N 849 0 40 01.5A38 FF 58 81 B0 8B•:7F 48 00 99 2E 95`FB D-Y 0 -101 N-R 0 -1147 Y-F 0 -843 R-O 1188 0 rhis gem hos be¢nplearonluflM s4mned mne scaled by M7an cl uiartm�r. F-W 1165 0 Q-Q 0 -1503 ?E jrl,ifs.d4771171 en ttic dateshawnabova wing a SHA.1 sutharW.Sticsr ioda: W-G 0 -538 Q-P 0 -15 H-V 0 -448 P-Q 0 -44 . �ruitedce�icscl efiz dcu-rnent are atei censlderxd signee and zsalcd and the T.`A+:authmtxannn;cado ast be verifcd m any dl tmtuc cop­- WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety 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 shall have bracing installed per BCSI sections B3,B7 or E310, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (Refer to �mfh?11ritts;tu drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildinq Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSITTPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www. inst.or:SBCA:www.sbcindus .com;ICC:www.iccsafe.or I� Job Number: 136DCS116 Ply:1 SEQN:622715/T27/SY42 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 2 FROM:DJH DRW: Truss Label: FT7 Wgt:44.8 Ibs / ... 03/31/17 1'2"15 i I =3X8 =3X4 =3X8 A B C v l E =3X10 =3X10 3'8"14 i Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.002 B 999 360 E 201 /- /- /- /- /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.004 B 999 240 D 198 /- /- /- /- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 D - - E Min Brg Width Reg= - EXP:NA Des Ld: 55.00 HORZ(TL): 0.001 D - - D Min Brg Width Req= 1.3 Mean Height:NA ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 Bearing D is a rigid surface. TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.066 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.146 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.030 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 0 -19 B-C 0 -14 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.018.0614.20 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Value Set:13B(Effective 6/1/2013) E-D 112 0 Top chord 4x2 SP 91 Bot chord 4x2 SP#1 Webs 4x2 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"138"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC E-A 0 -65 B-D 0 -125 Hangers/Ties t lI1111411o. _ E-A 0 -22 D-C 0 -24 1(J)Hanger Support Required,by others sj'�� �+�, A ��r��� A-E 0 -34 C-D 0 -21 Additional Notes RIV " ~ : I Webs are square cut except dbl diagonals or as «' „" a otherwise shown. 0? _ Truss must be installed as shown with top chord up. ,. � 3 7.114111 .01 NAV 4tt:015A 38:FF..SB BI BO BB 7F 48 00 99 2E 85 FB j Tfll Itdrlhas Gcen ekaranicsTfa sd,3nedend:ealcEby Manl6iMart in, t; PEI L_LE[e4T1&7f cn the C3MshCwnpt?avC lY.idaa SHA 7 �� uthcritlsaticr node: YrUdeG.ccpl s.cf tt3s dccLrnenfve riot censtGerztl:3dneapnd�srakd and[F•[rvtibZ yUt�entlLam09t S0diY.il{I:S[)Sn acrifcd[ct any Clcttrarv. ccpinse I ` —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary rrnai bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly J attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply places to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to �m{:k?trrrtlr.ac drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineerin responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the�uilding Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com'TPI:www, instor•SBCA:www.sbcindust .com:ICC:www.iccsafe.or T � Job Number: 136DCS116 Ply:1 SEON:6227171T40/SY42 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW City: 1 FROM:DJH DRW: Truss Label: FT8 Wgt:39.2 Ibs / ... 03/31/17 f-- 1'2"14 �6" 1'214 =33X6 =3gX4 =3CX6 T 1 E D =3X8 =3X8 3'5"12 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.002 B 999 360 E 191 /- BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.003 B 999 240 D 191 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 D - - E Min Brg Width Req= - Des Ld: 55.00 EXP:NA Mean Height:NA ft HORZ(TL): 0.000 D - - D Min Brg Width Req= - Code!Misc Criteria Creep Factor:1.5 NCBCLL: 10.00 TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.068 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.131 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.028 A-B 0 -10 B-C 0 -10 Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: I:NA GCpi:NA Plate Type(s): Maximum Sot Chord Forces Per Ply(Ibs) Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 Chords Tens.Comp. Lumber E-D 101 0 Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP#1 Maximum Web Forces Per Ply(Ibs) Bot chord 4x2 SP#1 Webs Tens.Comp. Webs Tens. Comp. Webs 4x2 SP#3 Lumber value set"138"uses design values A-E 0 -28 B-D 0 -116 approved 1/30/2013 by ALSC E-A 0 -77 C-D 0 -77 E-B 0 -116 D-C 0 -28 Additional Notes $� �t#[ A€ yf � Webs are square cut except dbl diagonals or as ®+� d Ak. otherwise shown. 't�.,,, ••`" •'#$``"• �0 EN EN Truss must be installed as shown with top chord up. R� S•+' \ ' •°� � Nf047182 '* 10 S TA TIE OF J • f�9 SE. A 4D:01.5A38 FF 5B 81 B0613 7F 48 00 992E 85 FB ifils iteRY has been cie[trnnlc2ltp SS�nee�nduale�Gy GS�nesl P.Zartin¢L, PF ixL,tiC.9477R1f on the E]te stW Wit aba4e L:ta4 a SHA.2 autrirntY_arferr Cade. 9rmtoc capiez of rhos dcccmmc ae mai censlcera0 a�nec ard scaled andthc5*i1=:'authenticaticn'cadcmost Le wrrrcd aw(dce tr x cepie:; —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary rrrr�t bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly f attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t insl.or;SBCA:www.sbcindust .com;ICC:wwwJ=afe.or Job Number. 136DCS116 Plygi 1 SEQN:681697/T37/SY42 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elle"D"OIL OWy: 3 FROM:DJH DRW. Truss Label: FT9 t:107.8 Ibs .. / ... 03/31/17 I_ 5'10"4 7'10"4 7'11"12 15"1"8 r 5'10"4 1 2' 8 7'11"12 2 6 —�- 1 8 12 �{ �1 2"12� 1'3"1f--?{�2,6" 1'3" ^{ 1112X4 =4X4 =4X4 III2X4 =3X4 1112X4 =4X4 1112X4 A B C D E F G H I J T K=2X4 s�'s v =2X4 �a 1 a�e U T S R Q P O N M L 1114X6 =5X6 =4X4 1112X6 I � 15'11"8 1Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in ]cc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.201 E 924 360 U 878 /- /- /- /- /4.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.319 E 582 240 L 864 /- /- /- /- /7.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.025 L - - U Min Brg Width Req= 1.3 Des Ld: 55.00 EXP:NA HORZ(TL): 0.039 L - - L Min Brg Width Req= 1.5 Mean Height:NA ft Bearings U&L are a rigid surface. NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 9 Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.561 Bearing L requires a seat plate. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.584 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.402 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 3 0 F-G 0 -2399 Wind Duration:NA WAVE VIEW Ver:16.01.D18.0614.19 B-C 0-1435 G-H 0 -2399 Lumber C-D 0-2414 H-1 0 -1439 Value Set:13B(Effective 6/1/2013) D-E 0-2764 1-1 1 0 E-F 0-2758 Top chord 4x2 SP#1 BotSP chord 4x2 set"138"uses design values#1 Maximum Bot Chord Forces Per PI Ibs Lumber value se Wee bs 4x2 SP Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC U-T 833 0 P-O 2680 0 �' T-R 2016 0 O-N 0 0 Plating NotesE*� � 1r�r S-R 0 0 O-M 2024 0 All plates are 4X6 except as noted. R-Q 2768 0 M-L 833 0 4r V ' + ! Q-P 2764 0 Additional Notes +2x6 continuous strop back.See detail `* s. STRBRIBR1014 for bracing and bridging recommendations. �{} . Maximum Web Forces Per Ply(Ibs) +n s _ Webs Tens.Comp. Webs Tens. Comp. :„ E Webs are square cut except dbl diagonals or as ` A-U 0 -59 F-O 0 382 otherwise shown. �, U-B 0-1163 G-O 0 -84 Truss must be installed as shown with top chord up. & " B-T 836 0 O-H 510 0 a , T-C 0 -808 H-M 0 -813 J rp C-R 613 0 M-I 843 0 R-D 0 -978 I-L 0 -1159 D-Q 650 0 J-L 0 -41 E-P 9 -154 K-V 0 -3 ayyX P-F 378 -108 S£17iA1.,# 40:015A 3&FF:bB 81 B0$B 7F 48 00 99 2E'85 FB: mis item has hear,eMaienlcatty simnaC end".eaic�by f lancet MArtinai; E pL.�lfc 44nsl ivA thcdat—hmy..Abaue t—ing a 51th.,I - authent6atlansode�_ sr[nteG ccpiec cl th2s dcct:mant n�not cantlderxd ugned and scaled-= 'ar,d ttee-S�A=Zauthenttnuon irrlcrifi;zt.Le 9arii;cil an arvjelaceranie -:dcpim i —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary nnr bracing per BCSL Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly J attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. A_ plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to nm/.�2t1«rirs;>c drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites:ALPINE:v w .al ineitw.com'TPI:www.t inst.or;SBCA:v w .sbcindus .cam'[CC:ww Accsafe.or 1 r Job Number: 136DCS116 Ply:1 SEQN:622729/'T26/SY42 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 4 FROM:DJH DRW: Truss Label: FT10 Wgt:100.8 Ibs / ... 03/31/17 5'6"4 7'6"4 1 5'7"8 5'6"4 2' 8'1"4 3 1,3n 1 '1 2'6" ��- 1'4" '{ I 1712 n�1 f`1'3n12-}- z 6 —f 1 3 1112X4 1114X4 1112X4 =3X4 1112X4 =4X4 1112X4 A B C D E F G H I J T K=2X4 3�'8 S=2X4 1 3�'8 R Q P 0'. N M L =4X10 =34 =3X6 =4X4 157'8 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Lldefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.239 E 759 360 R 860 /- /- /- /- /- BOLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.408 E 444 240 L 845 /- /- /- /- /7.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.028 L - - R Min Brg Width Req= - EXP:NA Des Ld: 55.00 HORZ(TL): 0.043 L - - L Min Brg Width Req= 1.5 Mean Height:NA ft Code/Misc Criteria CreepFactor:1.5 Bearing L is a rigid surface. NCBCLL: 10.00 TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.908 Bearing L requires a seat plate. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.905 Re Factors Used:Yes Max Web CSI: 0.389 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft p Lac.from endwall:NA FTlRT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 3 0 F-G 0 -2326 Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 B-C 0-1383 G-H 0 -2326 Lumber C-D 0-2462 H-1 .0 -1400 D-E 0-2480 1-1 1 0 Value Set:13B(Effective 6/1/2013) E-F 0-2479 Top chord 4x2 SP#1 Bat chord 4x2 SP#1 Webs 4x2 SP#3 Maximum Bat Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC R-Q 812 0 O-N 2529 0 Plating Notes �ti41�il�7 � fj Q-P 1968 0 N-M 1970 0 All plates are 4X6 except as noted. � �q �,k X y��� P-O 2480 0 M-L 813 0 � _d �� � �4 �. Hangers/Ties 40. Maximum Web Forces Per Ply(Ibs) . ,"�• ,•' y + +E �", Webs Tens.Comp. Webs Tens. Comp. (J)Hanger Support Required,by others +* e (J)Hanger Support Required,by others o No 047182 R A-R 0 -58 F-N 0 -275 �* R-B 0-1133 G-N 0 -75 Camber B-Q 794 0 N-H 485 0 Max JT VERT DEFL:LL:0.24"DL:0.19".See detail Q-C 0 -814 H-M 0 -792 DEFLCAMB1014 for camber recommendations. s'. * C-P 812 0 M-1 816 0 "". STATE OF P-D 0 -399 I-L 0 -1132 Additional Notes E-O 70 -164 J-L 0 -41 +2x6 continuous strongback.See detail �.+' * ,'� ` �� O-F 292 -265 K-S 0 -3 STRBRIBR1014 for bracing and bridging Ile le ' A g L � Webs are square cut except dbl diagonals or as r"y E}t i f t 6 t}I otherwise shown. SERtAi #; Truss must be installed as shown with top chord up. 40 015A 38 FF 5B 81 BO BB 7F 48 00 99 2E 85 F8 Thit ite,,nay neen cie[trnniCaitp signed and scaled by M..LCrH9artinae, PEK.lx.9473821 cn tiic date shown abovc l xn8 a 5HA=7 aumentitatlen:ode_ Primoc topic:of tins dcccrnent arc not censlcarad upec and seated ar,d tls N-A-11 auth-untlen tc c—t be•oenfkd cn any alezt— coyies: **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Componenf Safety Information,by TPI andSBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary ! rrrrdy bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Refer to �m/h?tr rf/s;.0 drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildinlComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/i PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this grawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com:TPI:www.t inst.or;SSCA:www.sbcindust .com:ICC:www.iccsafe.or Job Number: 136DCS116 Ply:1 SEQN:622742/T28/SY42 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 1 FROM:DJH DRW: 'Truss Label: FG2 Wgt:240.8 Ibs Page 1 of 2 .. / ... 03/31/17 ' 3 '7"4 29'5"12 131'S'1z8 397' { 19'4"8 2' "'II11 T1112 '13�q W� V„' a 3W �3,q ���2„9 PA ,13,�q '1 "q �24,6'i I— P"� �P"q � - =4X6 W=3X4 F III12X6 W=3X4 =2X4 =2X4 =4X4 =3X4 =4X4 =4X6 =5X6 =6X8 =8X10 =6X10=4X6 =3X4 =3X4 =4X4 =4X6 T AXA B C D E F G H I J K L MN 0 PQ R ST U +V W X Y Z AA AB AC =2X4 AY I i 11 1 1 11 AZ=2X4 1 a� AVF1 AV AU AT AS AR AQ AP AO MAN AMAL AK AJ Al AH AG AF AE AD =4X4 =4X6 =3X6 -3X4 =4X4 =4X4 =4X1D =4X10 =6X12 =6X10=5X6 =-4X4 =-3X4 =3X6 =3X6 =4X6 =4X4 W=3X4 W=3X4 201"8 1 TY8 397' I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.294 W 784 360 PiWB39 /_ /_ /- /- /7.5 BOLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.459 W 501 240 AN 3307 /- /- /- /- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.049 AD - - AD 937 /- /- /- /- 17.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.076 AD AW Min Brg Width Req= 1.5 Mean Height:NAft AN Min Brg Width Re NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 q= 1.3 TCDL:NA psf AD Min Br Width Re 1.5 Soffit: 0.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.937 g q= BCDL:NA psf Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.851 Bearings AW,AN,&AD are a rigid surface. Spacing:24.0" C&C Dist a:NAft Rep Factors Used:Yes Max Web CSI: 0.740 Bearings AW&AD require a seat plate. Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) I:NA GCpi:NA Plate Type(s): Chords Tens.Comp. Chords Tens. Camp. Wind Duration:NA WAVE VIEW Ver:16.01.01B.0614.20 Lumber A-B 1 0 O-P 4482 0 Value Set:136(Effective 6/1/2013) B-C 0-1384 P-Q 0 0C-D 0-2292 P-R 649 0 Top chord 4x2 SP#1 D-E 0-2292 R-S 0 -1221 Bot chord 4x2 SP#1 E-F 0-2435 S-T 0 -2393 Webs 4x2 SP#3:W24 4x2 SP#1: F-G 0-2436 T-U 0 -2393 Lumber value set"13B"uses design values G-H 0-2418 U-V 0 -3139 approved 1/30/2013 by ALSC H-1 0-1496 V-W 0 -3150 Special Loads 0 -372 W-X 0 -3143 1fr J-K 0 -372 X-Y 0 -2698 —(LumberDur.Fac.=1.00/Plate Dur.Fac.=1.00) ro" ��p K-L 0 -372 Y-Z 0 -2698 TC-From 100 plf at 0.00 to 100 plf at 39.33 L-N 1877 0 Z-AA 0 -1589 BC-From 10 plf at -0.13 to 10 plf at 39.46 TC- 754 lb Conc.Load at 23.69 *�, ,,". �+ * � M-N 0 0 AA-AB 1 0 r _ N-0 4482 0 C# 71.8 Plating Notes +e►; r +�,�,,w. All plates are 2X4 except as noted. ' ;' + ; Maximum Bot Chord Forces Per Ply(Ibs) T" +. Chords Tens.Comp. Chords Tens. Comp. Camber «, Y wr AW-AV 805 0 AM-AL 889 -119 Max JT VERT DEFL:LL:0.29"DL:0.16".See detail , s �� AV-AU 1944 0 AL-AK 889 119 1DEFLCAM81014 for camber recommendations. !°,, t .� + ' AU-AT 2488 0 AK-AJ 1923 0 (Additional Notes k�„ , », sy � �4N01 AT-AS 2436 0 AJ-AI 1923 D AS-AR 2049 0 AI-AH 2853 0 AR-AQSTRBRIBR1014 for rbracing and ebridg bridging �� � AQ AP 2 049 67 0 AG AF 3009 0 recommendations. AP-AO 0 -759 AF-AE 2246 0 Webs are square cut except dbl diagonals or as 4D`015A 38:FF 56 81.�8p.$B 7F 48 0.0 99 2E 85;FB AO-AN 0-2994 AE-AD 908 0 otherwise shown. AN-AM 0-2368 i111.tt1-'Ri has been eter2roni[alry signed and scaled by 61.nucl-wrtinn[, Truss must be installed as shown with top chord up. 'q i:i; ;ganezlcgtn¢¢ate stvawh abuuvt ingamiwi Maximum Web Forces Per Ply(Ibs) araiSne� i�soret sdr�nnniun�t�nn:!�rzgv�rneatdaca Webs Tens.Comp. Webs Tens. Comp. and ehes gib.&zuthentcat+rsn tc✓Jo-.mt;s[6n yerifc-d a any ale.:tmnc ccp!es AX-AY 0 -2 AN-P 0 -2870 A-AW 0 -42 P-AM 2391 0 —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! ! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA)fo'r safety 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 propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3,B7 or 810, as applicable. A_ plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to gym{ /r{f�f'• drawings 160A-Z far standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,. listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this erawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t instor'SBCA:www.sbcindust .com•ICC:www.iccsafe.or t Job Number: 136DCS116 Ply:1 SEQ'N:622742)T281 SY42 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 1 FROM:DJH DRW: Truss Label: FG2 Wgt:240.8 Ibs Page 2 of 2 ... / ... 03/31/17 AW-B 0-1121 AM-R 0 -2257 B-AV 805 0 R-AL 0 -50 AV-C 0 -780 R-AK 811 0 C-AU 473 0 AK-S 0 -976 D-AU 0 -76 S-Al 655 0 AU-E 0 -266 AI-U 0 -639 E-AT 47 -72 U-AH 398 0 AT-F 16 -16 AH-V 0 -223 G-AS 0 -348 W-AG 39 -133 AS-H 594 0 AG-X 184 -6 H-AQ 0 -769 X-AF 0 -423 AQ-1 736 0 Y-AF 0 -91 1-AP 0-1102 AF-Z 614 0 K-AP 0 -56 Z-AE 0 -914 AP-L 1243 0 AE-AA 948 0 L-AO 0-1555 AA-AD 0 -1264 AO-N 1554 0 AB-AD 0 -42 N-AN 0-2019 AC-AZ 0 -2 0-AN 74 0 t## � �ak a AI No 0 718Z STATE 1 f SEMAL#: . 40101.5A 38 FF.511 81 B0 BB.7P 48 00 99 2E.85,FB. ]t,lz lCtrn fits been clearnnlolly signtdsnd saaltE by Manua f lAartMei; ?E t:t.tic.947787 i en tht dab,shownrtabaut c3nit a SHAKl auFRentkatlen coot_ 9rinttc ccpits of thu dccernent sre net censlEerad Ugnecpnd salad. and tts sa=i autbtnttcatltr,c dil ittt.Lt.utrif:cd on anycicctrcrac, copies: **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary � rr7rry bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 or t as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. �2efer to rin/Ezr�ils;uc drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build ing�Componants Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's cleneral notes page and these web sites: ALPINE: www.al ineitw.wm;TPI:www.l instor:SBCA:www.sbcindusl .com:ICC:www.icrsafe.or ,Job Number: 136DCS116 Ply:1 SEQN:622745!T43/SY42 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 2 FROM:DJH DRW: Truss Label: FT11 Wgt:238.0 lbs Page 1 of 2 / ... 03131/17 3 7'4 8'1"4 10'1"q 20'3"12 29'5"12 31'5"'8 397' I' 8 1,4 2' 10'2"8 9-2„ 2' "-�111I111-'-- 7,11„12 27"4 V, 1112X4 =3X4 ��W=3X4 =5X10 1112X4 W=3X4 1112X4 =2X4 =2X4 1112X4 III2X4 1112X4 1112X4 =5X8 =5X6 1112X4 1112X4=3X4 =4X4 1112X4 AU B C D E F G H I J KL M N O P Q R S TU V W X Y ZAA + — IT, =2X4 AV 7 W2X4 1 :2D I_IAT AS AR AD AP AO AN AM AL M AK AJ AI AH AG AF AE AD AC AB =3X6 =4X4 =4X4 =4X10 =5X8 =5X10 =4X10 =4X4 =3X6 =3X6 =4X4 W=H0308 -5X8 W=3X4 - 20'1"8 19'5"8 j— 397' - !Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Sid: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.284 F 844 360 AT 972 /- /- /- /- /7.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.504 F 476 240 AK 2585 /- /- /- /- /4.0 IBCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.048 B - - AB 929 /- /- /- /- /7.5 Des Ld: 55.00 Mean Height: ight:NA ft HORZ(TL): 0.083 B - AT Min Brg Width Req= 1.5 Mean NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 AK Min Br g Width Req= 1.3 (Soffit: 0.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.990 AB Min Big Width Req= 1.5 BCDL:NA psf Bearings AT,AK,&AB are a rigid surface. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Sid: 2007 Max BC CSI: 0.933 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.767 Bearings AT&AB require a seat plate. Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: I:NA GCpi:NA Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:NA WAVE,HS VIEW Ver:16.01.01B.0614.20 Lumber A-B 1 0 N-O 2141 0 Value Set:13B(Effective 6/1/2013) B-C 0-1664 O-P 1083 -1089 C-D 0-2845 P-Q 1083 -1089 Top chord 4x2 SP#1 D-E 0-2845 Q-R 527 -2314 Bot chord 4x2 SP#1 E-F 0-3401 R-S 0 -3083 Webs 4x2 SP#3 F-G 0-3410 S-T 0 -3095 Lumber value set"13B"uses design values G-H 0-3401 T-U 0 -3089 approved 1/30/2013 by ALSC H-1 175-2766 U-V 0 -3089 Plating Notes � /� J-K 666-1625 W X 0 -2667 All plates are 4X6 except as noted. Y. ., {y + +� K-L 666-1625 X-Y 0 -1573 Camber �`� , *, L-M 1352 0 Y-Z 1 0 M-N 3419 0 Max JT VERT DEFL:LL:0.28"DL:0.26".See detail * �` DEFLCAMB1014for camber recommendations. + 047*82 Maximum Bot Chord Forces Per Ply(Ibs) (Additional Notes : Chords Tens.Comp. Chords Tens. Comp. �+2x6 continuous strongback.See detail : + AT-AS 945 0 AK-AJ 0 -3283 STRBRIBR1014 for bracing and bridging AS-AR 2355 0 AJ-AI 233 -1453 recommendations. ; , OF �' . A., AR-AQ 3198 0 AI-AH 1838 -769 Webs are square cut except dbl diagonals or as *„�, `.` AQ-AP 3410 0 AH-AG 1838 -769 otherwise shown. , ►o," -, AP-AO 3181 0 AG-AF 2782 -273 Truss must be installed as shown with top chord up. f$t+# �`` AO-AN 3181 0 AF-AE 3095 0 � , 1 AM AL 2 820 -990 AD-AC 2223 0 SERIAL a. AL-AK 0-2286 AC-AB 900 0 40 015A 38 FF 5B 81 BO,98 7f 48 00 99 2E 85 FB mt:tetra h�4neenele�eronl�y: and�*met'vr.,,n.ai rramM; Maximum Web Forces Per Ply(Ibs) ?EM.tic.pA77s21 etti the talc shaw42b6VV maii a SHAG Webs Tens.Comp. Webs Tens. Comp. autrientSGlen once. AU-AV 0 -3 AK-N 0 -994 2 duie s ccpics cr tiusfuunent are nui cnnslcerce:rgncc and ssaicd A-AT 0 -41 N-AJ 1612 0 and th '.vi suthenucannn'rrrJanu^tbc verir�cc m any ele.iranic AT-B 0-1316 AJ-O 0 -1566 -ccpiesa B-AS 999 0 O-AI 1300 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary Rny bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. defer to :+m{mot{rf/r,_u drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shippin ,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawin indicates acceptance of professions engineerin responsibility solely for the design shown. The suitability and use of this Jawing for any structure is the responsibility of the E�uilding Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com'TPI:www.t instor ;SBCA:www.sbcindus .cam•ICC: www.iccsafe.or r � Job Number: 136DCS116 Ply:1 SEQN:622745 N43/SY42 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 2 FROM:DJH DRW: Truss Label: FT11 Wgt:238.0 Ibs Page 2 of 2 ... / ... 03/31/17 AS-C 0 -962 P-AI 0 -72 C-AR 665 0 AI-Q 0 -1143 D-AR 0 -97 Q-AG 775 0 AR-E 19 -480 AG-R 0 -798 E-AQ 500 -283 R-AF 915 0 AQ-F 79 -257 AF-S 0 -448 G-AP 0 -400 T-AE 128 -204 AP-H 810 0 AE-V 385 -390 H-AN 0 -696 V-AD 73 -410 AN-1 697 0 W-AD 1 -90 I-AM 0-1058 AD-X 603 0 J-AM 0 -69 X-AC 0 -903 AM-L 1199 0 AC-Y 937 0 L-AL 0-1499 Y-AS 0 -1253 AL-M 1500 0 Z-AB 0 -41 M-AK 0-1647 AA-AW 0 -3 AK-N 0 -331 mow+ '. ■�`* . STAVE OF. gfD: 41 40-015A 88.FF 5B 81•B0 8B:7F48 00'99 2E85.1`13: rnic Item has treem ciearonical}y sign¢d ands.eal¢d try Mani:elMartNut; E�%L,�[lc.pdF1H11 en lnc eateshisrirn�bgve c:inga5NA.1 - -- ' auFhznti:a[Idn lode_ Piins¢G ccpizs cI t}ts dccumzni are n¢i censicerzd vgnz¢and scaled andthr S5L1xI Yutfimrticati¢n crNJz�.nudt S¢.�crif;c�ar'anyelec[iarv--; c¢Pies: "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety 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 propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to �??/h71/r'!f!•`'-.° drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:w .al ineitw.com'TPI:ww .l inst.or •SBCA:www.sbcindusl .com•ICC: www.iccsafe.or Job Number: 136DCS116 Ply:1 SEQN:681694/T9/SY42 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 1 FROM:JAH DRW: Truss Label: FT12 Wgt:64.4 Ibs .. / ... 03/31/17 17'12--}— 1'4"�{ (TYP) A B C D E F G H I T =2X J 3y8 1 =2X T 3y8 S K R Q P O N M L f 1 VW8 j 1 VY8 i Loading Criteria(psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF CLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W CDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 1 999 360 K' 109 /- /- /- /- /135 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.001 1 999 240 S Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.002 B - - Bearing S is a rigid surface. EXP:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL):-0.003 B - - NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.095 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.021 i A-B 1 -1 E-F 1 -1 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.035 B-C 1 1 F-G 1 -1 Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: C-D 1 1 G-H 1 -1 I:NA GCpi:NA Plate Type(s): D-E 1 -1 H-I 1 -1 Wind Duration:NA WAVE VIEW Ver:16.01.01B.0614.19 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Tap chord 4x2 SP#1 S-R 1 1 O-N 1 -1 Bot chord 4x2 SP#1 R-Q 1 1 N-M 1 1 Webs 4x2 SP#3 Q-P 1 -1 M-L 1 -1 Lumber value set"13B"uses design values P-O 1 -1 L-K 1 -1 approved 1/30/2013 by ALSC Bracing �1�C11 $#�"��,. Maximum Web Forces Per Ply(Ibs) SheathingIs required for an longitudinal(drag) �. Webs Tens.Comp. Webs Tens. Comp. ese# forces.All connections to be designed by the building ' .«' ".; A-S 0 -83 J-T 0 -3 designer. prr� a'V' I K 0 65 Fasten rated sheathing to one face of this frame. a Platin Notes Maximum Gable Forces Per Ply(Ibs) g Gables Tens.Comp. Gables Tens. Comp. II plates are 2X4 except as noted. o • �: B-R 0 -155 F-N 0 -135 Additional Notes C-Q 0 -128 G-M 0 -128 Webs are square cut except dbl diagonals or as STATE ," :' D-P 0 -135 H-L 0 -155 otherwise shown. �•� .` .a ° = E-O 0 -133 Truss must be installed as shown with top chord up. °y "+ ! SERIAL A, 40:01.5A38 FF 5B 81 B0 BB 7E 48 00 99 2E S5.FB: Ifils item fins heers c{etkrafll[Etty su,}nc6�nd.Baled by Martzef Martin¢i;" ➢E t2L:tic.pall B7 f en the daM Shawn ak>aue u:iog a SHAM - aurrsentF:atl[a cnde. ➢rmhd ccriez cf thisdecurtent arc rmt censlrerad signet and sealsd- and this*'i._'autfierdication eedorntst Le ien(ie!an Snyelnttran%:- I trpies: **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 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) r safety practices prior to performing these functions. Installers shall provide temporary rurr v bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, .: as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to nm/ nirticu drawings 160A-Z for standard plate positions. Allpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE: www.al ineitw.com;TPI:www.t insLor•SBCA:www.sbcindust .com;ICC:www.iccsafe.or t 1 Job Number: 136DCS116 Ply:3 SEQN:681719 i T52/MONO 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elle"D"OL OW Qty: 1 FROM:DJH DRW: Truss Label: FTG1 Wgt:98.0lbs / ... 03/31/17 2'8"12 518118 7'10"4 10'4"5 12'10"11 15'6"8 1611"8 2'8"12 12'11"12 2111112 2'6"1 216115 27'13 5" =4X10 =4X6 1112X4 =3X4 =4X10 A 1112X4 B C D E F =3X1OG T v N =—WO M L K J 1-4X10 H =4X6 1113X4 =3X4 =4X1O III3X4 2'8"12 2'8"8 21"12 2'9"5 27'13 2'6"5 5„ 3'1"12 5'10"4 8' 10'9"5 113'5"3 11611"8 H Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf.NA Ce:NA VERT(LL): 0.296 K 647 240 N 3690 /- /- /- /- /4.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.462 K 414 180 H 3590 /- !- /- /- /7.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.040 A - - N Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA eight:NA ft HORZ(TL): 0.063 A - - H Min Brg Width Reg= 1.5 Mean H NCBCLL: 10.00 TCDL:Height: psf Code/Misc Criteria Creep Factor:1.5 Bearings N&H are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.520 Bearing H requires a seat plate. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.548 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.856 Maximum Top Chord Forces Per Ply(lbs) (Loc.from endwall:NA FT/RT:20 /10 0) (0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. P I:NA GCpi:NA Plate Type(s): A-B 0 -24 D-E 0 -5090 Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.19 B-C 0-3315 E-F 0 -4703 Lumber Additional Notes C-D 0-5087 F-G 0 -2879 Value Set:13B(Effective 6/1/2013) Truss must be installed as shown with top chord up. Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 SP M-26 Chards Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3:W11 2x4 SP#1: N-M 3014 0 K-J 4762 0 Lumber value set"1313"uses design values M-L 5005 0 J-1 3090 0 approved 1/30/2013 by ALSC L-K 5087 0 1-H 17 0 Nailnote ��B�II ti�➢f��Pj f�gd Maximum Web Forces Per Ply(Ibs) Nail Schedule:0.128"x3",min.nails! Webs Tens.Comp. Webs Tens. Comp. Top Chord:1 Row @12.00"o.c. Bot Chord:2 Rows @ 6.00"o.c.(Each Row) A-N 0 46 K-E 414 0 Webs :1 Row @ 4"o.c. ` . N-B 0-3154 E-J 0 -202 Repeat nailing as each layer is applied.Use equal ,., a. B-M 1036 0 J-F 1741 0 spacing between rows and stagger nails in each row e. *'g�'�. M-C 0-1804 F-I 0 -722 to avoid splitting. •+a. + C-L 562 0 I-G 3044 0 Special Loads ., p D-K 33 0 G-H 0 -1074 —(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) ', TC-From 50 plf at 0.00 to 50 plf at 15.96 ` BC-From 5 plf at 0.00 to 5 plf at 15.96 BC- 915 lb Cone.Load at 1.85,3.85,5.85,7.85 9.85,11.85,13.85 1 V Purlins A, Iromilit The TC of this truss shall be braced with attached SERIAL#: spans at 24"oc in lieu of structural sheathing. 40 015A38.FF513 8b130 BB 7F 48 00 99 2E 85'1`13 Camber iht"item host e.n eiectronicsiip n(nev"d s.I.d op[damsel ftmr, ?[tel.ltc:paTl&2 ten ihc'datrsMawnabOvcc:snga SH:.Y1 ' Max JT VERT DEFL:LL:0.30"DL:0.17".See detail authc tbaticr oda DEFLCAMB1014 for camber recommendations. Provide for adequate drainage of roof. yr dtedccpicsnhrsdr«m�fli arc iiei centidcrae gr ecpna.scaied. and-tha SL4'aathenticatl¢n sadr.rnuz[Si:vctif;cd ors any elc.trarv-- copiez "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI andSBCA)f 31 o'r safety practices prior to performing these functions. Installers shall provide temporary J err w bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly lJ attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, nm i�/feirlc.u: as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIITPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE: www.al ineitw.com•TPI:www.t inst.or'SBCA:www.sbcindusl .com•ICC: w Jccsafe.or I Job Number: 136DCS116 Ply:2 SEQN:622867/T45!FLAT 4EJB 2807-Elle"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW Qty: 1 FROM:DJH DRW: Truss Label: FTG2 Wgt:47.6lbs / 03/31/17 2'4"11 ! 5'0"5 7'5" !7'19" f 2'4"11 T 27'11 2'4"11 5" 11�2X4 =3>10 =3CX4 =3X 1 D U H =3X4 =4X1O E 5XIS 1113X4 2'9"11 2711 2'4"11 2'9"11 5'5"5 7'10' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.054 G 999 240 H 2463 /- /- /- !- /4.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.085 G 999 180 E 2953 /- /- /- !- /6.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.013 E - - H Min Brg Width Req= 1.5 �Des Ld: 55.00 EXP:NA HORZ(TL): 0.021 E - - E Min Brg Width Req= 1.7 Mean Height:NA ft Bearings NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 H&E are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.720 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.631 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.642 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: A-B 0 -27 C-D 0 -2187 I:NA GCpi:NA Plate Type(s): B-C 0-2335 Wind Duration:NA I WAVE VIEW Ver:16.01.01B.0614.20 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP#1 H-G 2327 0 F-E 27 0 Bot chord 2x4 SP#1 G-F 2443 0 Webs 2x4 SP#3:W6 2x4 SP#1: Lumber value set"1313"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Nailnote � t�t A-H 0 -250 C-F 0 -948 Nall Top Chord Schedu l eRow @ 1'75'In.o.c.nails ,,' H-B 0-2490 F-D 2338 0 "4,8 g. #r B-G 43 0 D E 0 -1447 Bot Chord:1 Row @12.00"o.c. G-C 2 -119 �. Webs :1 Row @ 4"o.c. * - Use equal spacing between rows and stagger nails : + in each row to avoid splitting. 40 Special Loads —(Lumber Du(Fac.=1.00/Plate Dur.Fac.=1.00) . TC-Fro 50 plf at 0.00 to 50 plf at 7.83 - f. BC-From 5 plf at 0.00 to 5 plf at 7.83 TC- 201 lb Conc.Load at 1.02,3.02 , 'o TC-1098 lb Conc.Load at 1.48,3.48,5.48,7.48 � ' TC- 191 lb Conc.Load at 5.02 ' : * y V Purlins The TC of this truss shall be braced with attached spans at 24"oc in lieu of structural sheathing. 40-Oi 5A 38 FF 58 gib BB 7F 4$44 99 2E 85 F13:, Additional Notes ThL•)zGrn has beer eFecYaonica4Yrig^;nee znd icaiCGbgfAan�ei,Martinet;- F tzL:tic•p47ig2 is:A tfis o`ala.ilgMW Raka14C"g a 5HA4 Truss must be installed as shown with top chord up. auccrWSricn sodec: �rhi§eGcnpi zol this do anent sic net can iccrid U19-a. nd.sw4ed: and they 1«:nutlidntlCarlon cn1¢€nLst t1C NCrI�cr'any elact'r�rt:P, copies:- , **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingg shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary anir bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, :: as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (Refer to A7F/*�1rirc,ue drawings 160A-Z far standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIIITPI 1;or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page.. listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE: www.al-ineitw.com'TPI:www. insLor•SBCA:www.sbcindusl .com;ICC:www.iccsafe.or i Job Number: 136DCS116 Ply:2 SEQ1\V 622868 7T51/FLAT 4EJB 2807-Elie"D"OL OW/DR Horton/4EJB 2807-Elie"D"OL OW City: 1 FROM:DJH DRW: Truss Label: FTG3 Wgt:28.0 Ibs .. / ... 03/31/17 2'0"4 41411 210"4 + 2'3"1 2 1112X4 =3X4 =4X4 A B C v F E D 4X4 =3X4 n124 23"1 2 2'0"4 2'3"1 2 1414" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF). Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.010 B 999 240 F 1441 /- /- /- /- /6.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.016 B 999 180 D 1193 /- /- /- /- /6.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.002 A - - F Min Brg Width Req= 1.5 EXP:NA HORZ TL: 0.003 A D Min Br Width Re 1.5 Des Ld: 55.00 Mean Height:NA ft ( ) g q NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 Bearings F&D are a rigid surface. TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.562 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.274 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" 'C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.409 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:20(0)/l0(0) Mfg Specified Camber: A-B 0 -14 B-C 0 -778 I:NA GCpi:NA Plate Type(s): Wind Duration:NA WAVE VIEW Ver:16.01.0113.0614.20 1 Maximum Sot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Camp. Value Set:13B(Effective 6/1/2013) F-E 897 0 E-D 14 0 Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Lumber value set"1313"uses design values approved 1/30/2013 by ALSC A-F 0 -244 E-C 859 0 � � B_B 6 -� C-D 0 -573 Nailnote Nail Schedule:0.128"x3",min.nails � . Top Chord:1 Row @ 2.00"o.c. %4• yam. t Bot Chord:1 Row @12.00"o.c. a+ : Webs :1 Row @ 4"o.c. Use equal spacing between rows and stagger nails "x in each row to avoid splitting. 99 Special Loads ` —(Lumber Dur.Fac.=1.00/Plate Dur.Fac.=1.00) TC-From 50 pif at 0.00 to 50 pif at 4.33OXE OF BC-From 5 plf at 0.00 to 5 plf at 4.33 ' ) t TC-1102 lb Conc.Load at 0.98,2.98 " TC- 191 lb Conc.Load at 1.52 A � ' Pur ins The TCof this truss shall be braced with attached spans at 24"oc in lieu of structural sheathing. SERIAL ft„ Additional Notes 49 015A,38 FF 513 81 B0 BB 7F 48 09 99 2E 85 FB Itr I.ItCt4]han heert CM[xia�IulYv,�tynec 5"d ealCe by r iancelMartinz, Truss must be installed as shown with top chord up. rr tai;t na72st'c�to CatOA7wnpt nuc n(�sHA.t " ' autricartY.aticnivae.. P.rintnd cple.eft}sdeu-meet ar�xsct canslecrad ssgned andsaaled ' and tF.e�ta�thcntrcatlun icrJo.rtG^st La Ncriicd re�anyelc�trarM'e =c 4i **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAW NG! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlrn shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI andSBCA)for safety practices prior•to performing these functions. Installers shall provide temporary ?rev bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Nefer to rm/r�l�eri('.1 drawings.160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIITPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,, listing this drawing indicates acceptance of profs sstona engineering responsibility solely for the design shown. The suitability and use of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t inst.or;SBCA:www.sbcindust .com•ICC:www.iccsafe.or I i Boise CascadeTriple 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam\BM1 Dry 12 spans No cantilevers 1 0/12 slope March 31, 2017 08:50:53 BG CALCO Design Report Build 5837 File Name: 136DCS116-Beams.bcc Job Name: 4EJB 2807-Elle"D" Description: Designs\BM1 Address: Lot 116 Creekside 136DCS116 Specifier: City, State, Zip:, FL Designer: Gary Morse Customer: Company: Raney Components, LLC. Code reports: ESR-1040 Misc: I I 4 20-01-08 �— 08-02-00 �I BO 131 132 Total Horizontal Product Length=28-03-08 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B0, 3-1/2" 1,659/32 1,718/0 B1, 3-1/2" 5,655/0 4,863/0 B2, 3-1/2" 1,116/1,191 0/101 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(lb/ft^2) L 00-00-00 28-03-08 40 15 01-00-00 2 Wall Unf. Lin. (lb/ft) L 00-00-00 28-03-08 0 110 n/a 3 Corner Jacks Trapezoidal (lb/ft) L 00-00-00 0 0 n/a 07-00-00 245 91 n/a 4 End Jacks Unf. Lin. (lb/ft) L 07-00-00 28-03-08 245 91 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 16,218 ft-Ibs 28.9% 100% 2 08-07-11 Neg. Moment - -18,904 ft-Ibs 33.7% 100% 1 20-01-08 End Shear 3,067 Ibs 19.2% 100% 2 01-07-08 Cont. Shear 5,274 Ibs 33% 100% 1 18-07-12 Total Load Defl. U873 (0.273") 27.5% n/a 2 09-04-06 Live Load Defl. U1,611 (0.148") 29.8% n/a 5 09-04-06 Total Neg. Defl. U999 (-0.03") n/a n/a 2 23-04-02 1ft1t)f Max Defl. 0.273" 36.5% n/a 2 09-04-06 +, . Span/Depth 14.9 n/a n/a 0 00-00-000 �� �gstaot.�. Squash Blocks Valid '$ Allow %Allow �� 047102 � Bearing Supports Dim.(L x W) Value Support Member Material ''* # BO Post 3-1/2"x 3-1/2" 3,377 Ibs n/a 36.8% Unspecified B1 Wall/Plate 3-1/2"x 5-1/4" 10,518 Ibs n/a 76:3% Unspecified ' B2 Wall/Plate 3-1/2"x 5-1/4" 1,015 Ibs n/a 7.4% Unspecified # STATE Cautions Uplift of-1,292 Ibs found at span 2- Right. q * Member is not fully supported at post BO. A connector is required at this bearing. � 0 SERIAL N Otes 40 01SASS Ff 513 81 B0 BB 7F 48 00 99 2E 95 FB - itL<Ilamfras$ttrn°{etla°ntsa9lg,�ad act3seated6y fdaseaicl MartNcz P£(R.Lk.0471221—tAcd lr sAuwnaba idng.5HA3 - acKhenfkasl�t�ie. isintedccpCtsef&l.doce-amwAwe not ccr &y .d dgue—d se hit Page 1 of 2 —d ft Wi4Zw.4Aendcsllfv.. de mu(b¢vcnfkd--y.lcaronk �te. r � ©Boise Cascade Triple 1-3/4" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam\BM1 Dry 12 spans I No cantilevers 1 0/12 slope March 31, 2017 08:50:53 BC CALC®Design Report Build 5837 File Name: 136DCS116-Beams.bcc Job Name: 4EJB 2807-Elle"D" Description: Designs\BM1 Address: Lot 116 Creekside 136DCS116 Specifier: City, State, Zip:, FL Designer: Gary Morse Customer: Company: Raney Components, LLC. Code reports: ESR-1040 Misc: Design meets Code minimum (L/240)Total load deflection criteria. Disclosure Design meets User specified (L/480) Live load deflection criteria. Completeness and accuracy of input must Design meets arbitrary(0.75") Maximum total load deflection criteria. be verified by anyone who would rely on Calculations assume member is fully braced. output as evidence of suitability for particular application.Output here based Design based on Dry Service Condition. on building code-accepted design properties and analysis methods. Connection Diagram Installation of Boise Cascade engineered b - d wood products must be in accordance with L — current Installation Guide and applicable a I I I building codes.To obtain Installation Guide • • • or ask questions,please call ° T ° (800)232-0788 before installation. c • • BC CALCO,BC FRAMER@,AJSTM e 0 0 0 ALLJOISTOO ,BC RIM BOARDT"^ BCI@, BOISE GLULAMT-'SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIM@, a minimum=2" C= 11" VERSA-STRAND@,VERSA-STUD@ are b minimum=3" d=24" trademarks of Boise Cascade Wood Products L.L.C. e minimum =3" Nailing schedule applies to both sides of the member. Member has no side loads. Connectors are: 16d Sinker Nails %ikiffi$it !l�r� ! t�*fig y♦atRrjy No 047162 Iz a. 4 'TT * W OR ' 3 At- °X SERIAL x: 40 015A 38 FF 513 81 BO BB 7F 48 00 99 2E 85 FB mft Itam hu^vccn eMctroaasaS}zryncd and sealed by tdaaa,ol Martin-. Pe L.tic.047I821as the We M-1n abox c In$a SFA+L _therakatle coda Printed ccpls of thY dtxr:rr--ent-e not considered stpau'a do V& and the SA:suthentkatien code tnt,'t br verified.0 ary clact—k mples. Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Ori 140 mph Wind Speed, 15' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1,00 Orr 140 mph Wind Speed,,45' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 120 mph Wind Speed, 1,5' Mean Height, partially Enclosed, Exposure D, Kzt = 1,00 2 x 4 Brace (1) lx4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace xx C) 2x6 'L' Brace 111 (2) 2x6 'L' Brace x Bracing Group Species and Grades, Gable Vertical No Spacing Species Grade Braces Group A' Group B Group A Group B Group A Group B Group A Group B Group A Group B Group AI S S ruce-Pine-Fir Hem-Fir [ #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' #1 / #2 standard a2 stud US P r #3 3' 8' .5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' a3 Stud a3 Stnndnrd 0 u[�' Stud 3' 8' S' 9' 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' I�r Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' 1' 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' Douglas Flr-Larch Southern Pinexxx #1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' a3 a3 J S P #2 3' 10, 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12, 8' 14' 0' 14' 0' Stud Stud Standard Stnndnrd #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10111, I1' 8' 14' 0' 14' 0' aj D F L Stud 3' 9' 5' 3' 5' 7' 6' 11' 7'. 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' UStandard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' e' 10' 4' 13' V 14' 0' Group BI _ r #1 / #2 4' 5' 7' 6' . 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13, 11' 14' 0' 14' 0' 14' 0' Hem-Flr - S P r #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' a1 & Btr L U LI Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' a1 a) O �I Standard 4' 2' 6' 1' 6' 5' all, 8' 8' 10' 5' 10, 10, 12' B' 13' 7' 14' 0' 14' 0' Dou las Flr-Larch Southern Plnexwm #1 4' .7' 7' 7' 7' ill 9' 0' 9' 4' 10' 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' a1 a1 S P #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' a2 #2 03 4' 4' 6' 5' 6' 10, 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14. 0' 14' 0' 14, 0' Ix4 Braces shall be SRB (Stress-Rated Board). Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' L xxFar Ix4 So. Pine use only Industrial 55 or Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' 10' 10' ill 10, 12' 7' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B _Q #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 10' 7' 12' V 14' 0' 14' 0' 14' 0' 1470. values maybe used with these or .es. d S P f #3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notesl L7 U LJ P Stud 4' 7' 8' 2' 8' 5' 9' 8' 10' 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240, OI� Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' C' 14' 0' Provide uplift connections for 75 ptf over X 41. 5' V 8' 5' 8' 8' 9' ill 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d S P #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlockers #3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. r-I D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 1 6' Il' 8' 8' 1 9' 3' 11' 6' 12' 0' 1 13' 7' 14' 0' 14' 0' 14' 0' Symm� Attach 'L' braces with 10d (0.128'x3.0' min) nails. About jY. able Truss X For (1) 'L' brace, space nails at 2' o.c. In 16' end zones and 4' o.c. between zones. Diagonal brace optlorn _ )K)I(F'or (2) 'L' braces, space nails at 3' ox, T In 18' end zones and 6' o.c, between zones. vertical length may b doubled when diagonal i IB' )K 'L' bracing must be a minimum of 80% of web brace Is used. Connect L member length, dlagonnl brace for 6000 Gable Vertical Plate Sizes at each end. Max web Brace total length Is 14'. )K)K Vertical Len th No Spice 2x6 DF-L #2 or I Less than 4' 0' 2X3 better diagonal r * Greater than 4' 0', but 3X4 Vertical length shown bracer single 1"la, less than Il' 6' or double cut Greater than - 6' 4X4 In table above. 45' (as shown) at L 1 + Refer to common truss design for upper end. peak, splice, and heel plates. Connect dlagonnl nt I ontlnuous Bearing 1111 Ill�fj'�; Refer not addres the edBuilding thlsDedssiignnl`r for conditions midpoint of vertical web. Refer to chart above for',o �, 1 ngth. -VARNINGI-READ AND FOLL13V ALL N13TES a THIS DRAVINGI i� xxINPDRTANTu"FURNISH THIS DRAWING TII ALL CDNTRACTORS INCLUDING TFE INSTALLERS, P \GENS aF�. REF ASCE7-10-GAB16015 Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer,to and �% ` DATE 10/O1/14 Fallow the latest edition of BCSI(Building component Safety Information,by TPI and SBCA)For'.safety ? practices prior to performing these functions. Installers shall provide temporary bracing per)SCSI, _ N Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord _,,, -,./" DRWG A16015ENC101014 shalt have a properly attached rigid ceiling. Locations shorn for permanent lateral restraint of webs ��� shall have bracing Installed own above sections on the J or Details, as unlessapipticobLe.no Apply plates to each face ' a � of truss and position as shorn above and on the Joint DetaRc,unless noted otherwise. - 'e/r,� nN . IF Refer to drawings 160A-Z far standard plate positions. or y Alpine,o division of ITV Bullding Components Group Inc.shall of be responsible for y deviation from 9�� / AN 11 W COMPANY this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for,handling,shipping, �fd Insinuation 6 bracing of trusses. pp g' qw � 1� *`� MAX, TOT, LD. 60 PSF A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional ginJ` i' engineeng responsibility solely for the design sham The suitability and use of this drawing 73389 Lakefront Drive for N any structure Is the responsibility of the BuBrDng Designer per ANSI/TPI 1 Sec2..� Earth City,M063D45 For more Information see this Job's general notes page and these web sites, /x-'^n^nn^ngc.nnnrttt MAX. SPACING 24,0w ALPINEi r r.alpinwltw,con,TPI,rrw.tpl-t.crg,SBCA,www..bdl du.t,y. qj IC6 rww.1ccsaf-rg Tie a.. " Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enc(osed, Exposure C, Kzt = 1.00 ❑r, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2 x 4 Brace <1) Ix4 'L' Brace ■ (1) 2x4 'L' Brace x (2) 2x4 'L' Brace ■x (1) 2x6 'L' Brace x (2) 2x6 'L' Brace ■ Bracing Group Species and Grades, Gable Vertical No Spacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A, S r #1 / #2 3' 8' 6' 3' 6' 6' 7' S' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' Spruce-Pine-Fir Hem-Fir 4") S P r ill / q2 Stnndard q2 Stud #3 3' 6' S' S' S' 9' 7' 2' 7' 7' 8' B' 9' l' 11' 3' 11' I1' 13' 7' 14' 0' q3 Stud #3 Stnndard O u r Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' Ill 11' 13' 7' 14' 0' I If Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' V 14' 0' Dou las Fir-Larch Southern Pinexxx #1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' 12' 2' 13, I1' 14' 0' #3 q3 Stud Stud —J S P #2 3' 8' 6' 1' 6' 6' 7' 5' 7' B' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' Standard Stnndard � #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' t' 10, 1' 10, 10, 13' 8' 14' 0' • ai D P L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 6' 9' 9' 1' 10, 1' 10, to, 13' 8' 14' 0' (� Standard 3' 3' 4' 3' 4' 7' S' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13, 0' Group B, U S P f #1 / 42 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' Hem-Fir _ #3 4' 0' 6' 7' 7' 5' 8' 4' B' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' #1 4 Btr U H C Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' #1 w O I l l Standard 4' 0' S' 8' 6' 0' 7' 6' B' 0' 9' 11' 10' 4' 11' 10' 12' 8' 14' 0' 14' 0' Dou las Flr-Larch Southern Pinemr■ #1 4' 5' 7' 3' 7' 6' 1 8' 7' 6' 11' 1 10' 2' 10' 7' 13' 5' 13, 11' 14' 0' 14' 0' q1 #I 11 S P #2 4' 2' 7' 2' 7' S' 8' S' 8' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #2 #2 #3 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' 1x4 Braces shall be SRB (Stress-Rated Board). QJ D rr L Stud 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' xwFor lx4 Sa. Pine use•only Industrial 55 or Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' to, 2' 11' 0' ill 9' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards. Group B r #I / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' values may be used with these grade s. d SPr #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notes, U LIP Stud 4' 5' 7' 7' 6' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. OStandard 4' 5' 6' 6' 1 6' 11' 8' 8' 9' 3' 1 10' I1' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' Provide uplift connections for 135 pIF over X #1 4' 10' 8' 0' 1 8' 3' 9' 5' 9' 9' 1 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d S P #2 4' 8' 7' 11' 6' 2' 9' 4' 9' 8' 11' 1' ill 6' 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookers #3 4' 6' 6' 10' 7' 3' 9' 1' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. ri D F L Stud 4' 6' 6' 10, 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' S' 6' 1' 6' S' 8' 1' 8' 7' 10' 11' 11' S' 12' 8' 13' 7' 14' 0' Symm l^ Attach 'L' braces with IOd (0.128'x3.0' min) nails. About jt_ able Truss - )IQ For (1) 'L' brace, space nails at 2' o.c. In 1B' end zones and 4' o.c. between zones. ➢ingonal brace option, )K)OEFor (2) 'L' braces, space nods at 3' o.c. In 1B' end zones and 6' o.c. between zones. vertical length may be T doubled when diagonal 18' W member ten must be a minimum of 80X of web brace Is used. Connect i L length. diagonal brace for 690# ii 'L, at each end. Max web Brace Gable Vertical Plate Sizes total length Is 14'. �( Vertical Len th No Splice 2x6 DF-L #2 or Less than 4' 0' 2X4 better diagonal r Greater than 4' 0', but 4X4 Vertical length shown brace! single 18, less than 12' 0' In table above. I or double cut , 45• (as shown) at L + Refer to common truss design for upper end. peak, splice, and heel plates. Connect diagonal at ontinuous Bearing Refer to the Building Designer for conditions midpoint of vertical web. Refer 1 chart above for max gm+0lllellllll%r (Nd� length, not addressed by this detail. 1*11 NINGPx READ AND FULL 11 ALL NOTES a THIS DRAVINGI ��v� rv/� REF ASCE7-10-GAB16030 wwD(PORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. `� �� ` Trusses require extreme c In fabricating,handling,shipping,Installing and bracing. ReFer to analSJ`E1�1 Cl i faunw the Latest edition of SCSI(Building Component Safety information,by TPI and SBCA)for safety DATE 10/01/14 practices prior to performing these Functions. Installers shot[provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord _ NO DRWG A16030ENC101014 shop haveproperly attached rigid telling. Locations shown For permanent lateral restraint of webs FI I��^ II1� droll have b acing Installed per BCSI sections an the j or Details, as unless o. Apply plates to each face = �/ d III II�IIILLIII—J~~I Illlll�\\VVI II IIL�f� of tr have and cino ins att shown BCSI and an thv Joint BIO,a unless noted otherwise. PW / ReFer to tlrarings 16gA-Z for standard plate positions. Alpine,a division of ITV Bulltling Components Group Inc.shall of be responsible for any deviation from ATE OF AN IiWCOMPANY this drawing,any Poll— to bWld the truss In conformance with ANSI/TPI 1,or For handling,shipping, �z MAX, TOT, LD. 60 PSF Installatlom 6 bracing f trusses. A ty A eat on this d-aring cover page listing this drawing,Indicates acceptance of professional 4 p`Q` V� engineering responsiblDty solely for the design shown The suitability and use of this drawing ' �� for any structurrive e Is the responsibility of the Hulloing Designer per AHSI/TPI 1 See2. Eareh Cly,eM06fr �045 J genera page and these web sItes� vviyj U'lrj1� *1t� w For more Infornatlon see this job's , notes f AI AI ALPINE,w w.alpineltx.coml TPI,rww.tpinst.orgl SBCA,wrr,sbclndustry.orgi ICG rwr.lccsafe.org �4A' IVfIM tt,. MAX, SPACING 24.0 Gable Detail For Let-in Verticals Gable Truss Plate Sizes SY^• + Refer to appropriate Alpine gable detail for About minimum plate sizes for vertical studs. DRefer 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 overtopped plates to span the web. Gable +Let th 2X4 Vertical Example, 9J34+ + ^g Y• 2X4 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member + Toe-nail - Dr - End-null / To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on Provide connections for uplift specified on the engineered truss design, appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails- Maximum allowable 'T' reinforced gable vertical IOd 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, Toenalled Nails, specie, and grade of the 'L' reinforcing member. Rigid Sheathing IOd Common (0.L4B'x3',m1n) Toenails at 4' o.c. plus 4 Noll (4) toenalls In the top and bottom chords, eb Length Increase w/ "T" Brace 'T' Relnf• 'T' This detail to be used with the appropriate Alpine gable detail for ASCE Mbr• Size Increase Reinforcing wind load. 2x4 30 X Member 2x6 20 X ASCE 7-05 Gable Detail Drawings Example 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 N Spaced At ASCE 7-10 Gable Detail Drawings Gable Vertical = 24'o•c. SP g3 4' o.c. A11515ENC301014, A12015ENC101014, A34015ENC301014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, 'T' Brace Increase (From Above) = 30X = 1.30 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END101014, A20030PEDIOIO14 Maximum 'T' Reinforced Gable Vertical Length 1,30 x 8' 7' = 11' 2' See appropriate Alpine gable detall for maximum unrelnforced gable vertical tength.11 4 Nnll Ceiling —VARNDNGI—READ AND FOLLOW ALL NOTES ON THIS DRAVINGI �tttt q , REF LET-IN VERT WHPORTANTxr FURNISH THIS➢RAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS• `� e�1 Mr7/q ,,�+ Trusses require extreme care In fabricating,handling,shipping,Installing and bracing, Refer to and ♦ follow the tatest edition Of BCSI(BulLdIng Conponent Safety nformation,by TPI and SECA)for Safety C p� DATE 10/01/14 practic,s prior to performing these I...tlons. Installers mall provltle temporary bradng per BCSI. �\ ,pEN�/� unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord �, 1�'? DRWG GBLLETIN1014 a. shah hove property attached rigid sections Locations shorn for permanent lateral restraint of ehs ` u� AII shall have hracing Installed per HCSI sections H3,B7 or Hle,as apWkoble. Appty plates to each face Z N d II11 of truss and position s horn above and an the loll Details,unties.noted other-,... r L R N F Refer to drorinps 160A-Z for standard plate positions. Alpine,a division of ITV BuRding Components Group Inc shall not be responsible for my deviation from -AN ITW COMPANY this drawing,any falture to bJld the truss In conformance with ANSI/TPI 1,or for handling,shipping, _ $T TC�F MAX, TUT. LD• 60 PSF Installation 6 bracing f trusses. A seal on thls dra-,ng or cover page listing this drawing,Indicates acceptance of professional % 'O ngineering responsibility solety for the design.ha.,. The.ultawity aril use of this drawing fQ Cr `jQ�r BUR, FAC, ANY for any structure is the responsibility of thhe Bullding Designer per ANSI/TPI 1 Sec2 U Q` ,1 133H9 Lakelronl Drive '+ Earth Cit M063045 For Wore Information sea this Job's general notes page and these web sltesi '�i [. �� `MAX. SPACING 24,0'Y' ALPINE]r r.atpineitw.con,TPI,rrr.tpinct.org,SBCAi www.cbclnductry.Org,ICG—.1—aft-0 �i,C ..,.• V'��� C*. !' Valley Detail - ASCE 7-10; 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF 41/#2, DF-L #2 or better, Unless specified otherwise on engineer's sealed design, for vertical Bot Chord 2x4 SP #2N or SPF #1/#2 or better. valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better. web, same species and grade or better, attached with 10d box (0,128' x 3.0') nails at 6' o,c, In lieu of 'T' reinforcement, 2x4 Continuous �0(Attach each valley to every supporting truss with) Lateral Restraint applied at mid-length of web is permitted with diagonal (2) 16d box (0,135' x 3.5') nails toe-nalled for bracing as shown in DRWG BRCLBANC1014. ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Top chord of truss beneath valley set must be braced with: Or properly attached, rated sheathing applied prior to valley truss ASCE 7-10 140 mph. 30' Mean Height, Enclosed Installation, Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Or Bottom chord may be square or pitched cut Purlins at 24' o,c. or as otherwise specified on engineer's sealed design Or as shown, By valley trusses used in lieu of purlin spacing as specified on Valleys short enough to be cut as solid triangular Engineer's sealed design. members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from xxx Note that the purlin spacing for bracing the top chord of the truss separate 2x4 members, beneath the valley is measured along the slope of the top chord, All plates shown are ITW BCG Wave Plates, ++ Larger spans may be built as long as the vertical height does not exceed 14'-0', 2X4 4X4 12 3X4 Valle 12 Mnx. I— Spacing 2X4 X4 Pitched Cut Square Cut Stubbed Valley Optional Hip f- 8-0-0 max --I Bottom Chord Bottom Chord End Detail Joint Detail Valley Valle 4X4 Toe-nailed / y 12 o m n T-usses 12 Max, � t 2 o, . 1X3 :- : X3 ll S t 1X3 6-0-0 ��,p 'YAK'' n 4 IX3 5X4/SPL (Max Spacing) 1X3 2X4 Q pG\�9 SQ 20-0-0 c++) Common Trusses Partial Framing at 2 o,c,Supporting trusses at 24' o,c. maximum spacing, Plan \llillunuuar, ■■vURNISH T READ AND FOLLOV ALL NOTES[IN THISMCL DRAVIN(3 .�` .Q,��;%,, TC LL 30 30 40PSF REF VALLEY DETAIL ■■DIPORTAHT■■ ARNISH THIS D AND c TO ALL ALL [IN INCLl1DINc THE OISTAilERS. \� Trusses Quire extreme c In fabricating,handling,shipping,Installing and bracing. Refer to d r~•'�•, !" ' folio•the latest etion of BCSI(Building Component Safety Information,by TPI and SIM for eafe%y F�.�?.� � sTC DL 20 15 7PSF DATE 10/O1/2014 proeHcas prior to performing these functions, Installers shall provide temporary broeing per BCSI. Unless noted other•lse,top hard chop have property attached t—t...I heothing and bottom chord - ,r° ' *;BC DL 10 10 10 PSF DRWG VAL160101014 shall ha.. properly ttochetl Held CelOng. Locations sh—for permanent lateral restraint f ebs shall have bracing Installed per SCSI sections B3,B7 p 1110, applicable. Apply plates to each face d �IUJ� of true and poclllon a ho.n above and on the Joint Detolle,unless noted oth.rxi— _ Y: �'' (t.BC LL 0 0 0 PSF Refer to dradngs 16CA-Z for standard plate positions. / 1 Alpine, division of Iry Bulldimg Components croup Inc.shah of be responsible for y deviotian from ;ti n- �r, ( TOT, LD, 60 55 57PSF /1PI fIW OOMPAMf ;his dro•ing, ny failure to build the truss In conformance•Ith ANSI/TPI 1,or for handling,shipping, y w,tt(( C Installation L b acln,of trusses, - A cal this dr■Ing or cover page listing t-Is d-a.ing,Indicates acceptance of professional �'� •' e;.` .+f 4k amghee,VQ responsibility solely for the dedgn sham The suttobsity and a of this ding (.. �j rn 1 ,f<, UR.FAC.1.25/1.33 1.15 1.15 13709 Lakefront Drive far any Structre is the recponclbillty of the Building Desigror per ANSVTPI 1 Sec2 i, .n'` Ft ,s „ ., Earth City.M t Dri46 For more Information see this job's general notes ppaoge and these eb situ, ��) •n`"'-^v""`~ y ALPINE,■•.alpineit—om,TPI,•—tonst II,SBCA,■•.sbclndustry.org,IC6rw—kcsaf.—ii SPACING 24A' ,}:rail lilijoi".r, Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wlnd, 30.00 Ft Mean Mgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp C, Wind DL= 5.0 psf (min), Kzt=1.0. Or 140 mph wind, 30.00 Ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1,0, Note, Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane Loads over gable ends, Maximum truss spacing Is 24' o,c, detall Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. xx Refer to Engineer's sealed truss design drawing for piggyback and base Itruss specifications, Detail A P u r l i n Spacing - 24' o,c. or less Piggyback cap truss slant nailed to all top chord 12 purlin bracing with (2) 16d box Falls (0;135'x3.5') and secure top chord with 2x4 W3 grade scab Up to 12 (1 side only at each end) attached with 2 rows of 10d box nails (0,128'x3') at 4' o,c 4' 2' 2' 4' Attach purlin bracing to the Flat top chord using (2) 16d box nails (0.135'x3.5'). 2' The top chord N3 grade 2x4 scab may be replaced Purlln Spacing = with either of the following) (1) 3X8 Trulox 24' o.c. max plate attached with (8) 0.120'xl.375' malls, (4) Into cap TC & (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0,120'x1.375' malls. Notes Nalling thru holes of Top Chord Scab (TyplcaL Each End) Flat top chord purlins required at both wave plate Is acceptable. ends and at 24' max o.c. spacing In between, x In addition, provide connection Detail B P u r l i n Spacing > 24' o.c. with one of the following methods, Piggyback cap truss slant nailed to all top chord purlin Trulox bracing with (2) 16d box nails (0,135'x3,5') and secure top Use 3X8 Trutox plates for 2x4 chord member, and chord with 2x4 #3 grade scab (1 side only at each end) 3XI0 Trulox plates for 2x6 and larger chord attached with 2 rows of 10d box nails <0.128'x3') at 4' o,c. members. At to each face @ B' o,c, with (4) 0.120'x1.375' nalls Into cap bottom chord and (4) Attach purlin bracing to the flat top chord In base truss top chord. Trulox plates may be 12 using a minimum of (2) 16d box nails (0.135'x3.5'). staggered 4' o.c. front to back faces. Up to 12 APA Rated Gusset B'x8'x7/16' (min) APA rated sheathing gussets (each face), Attach @ 8' o.c, with (8) 6d common (0.113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord, Gussets 4' 2' © 2' 4' may be staggered'4' o.c. Front to back faces. 2x4 Vertical Scabs 2' 2x4 SPF 142, full chord depth scabs (each face), Attach @ 8' o.c with (6) 10d box Falls (0,128'x3') per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c. Front to back faces, '• Purlln Spacing ) 28PB Wave PlaaYbnck Plate 24' o.c max One 28PB wave piggyback plate to each face Full @ 8' o.c Attach teeth to piggyback at time of Top Chord'Scab (Typical Each End) Chord Flat top chord purlins requlred at fabrlcation, Attach to supporting truss with Depth both ends, purlin spacing > 24' o,c. ( ) 0.bQ0 k 1.37aies rolls pbe face a a per ply. ggy p y ggered 4' o.c. front Notes If purlins or sheathing are not specified on the flat top of the base to back faces, truss, purlins must be Installed at 24' o.c, max, and use Detail A. Ial'I"WfHr11!/1 ..VARNIN"_READ AND FDLLDV ALL NOTES ON THIS DRAVINGIHE ,gRrsr, REF PIGGYBACK NNINPORTANTxx FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING T INSTALLERS. Trusses require extreme care In fabricating,handling,shipping,Installing and bracing, Refer to and DATE 10/O1/14 follow the latest edition of BCSI(Building Component Safety Information,by TPI and SECA) Far safety ` �(� practices prior to performing these functions. Installers shell provide temporary bracing per SCSI. v U '� Unless noted otherwise,top chord shott have properly attached structural sheathing and bottom chord fv DRWG PB160101014 shall have a properly attached rigid ceiling. Locations shorn for permanent lateral restraint of ebs ��� 1� shall have and position Insion alledss per BCSI sand on the J or Bet,as applicable.no Apply plates to each face — !/ / Q I I-L�— of truss antl pocltlon a shown above Fart on the Joint Details,unless noted otherwise. Beier to drorings 160A-Z for standard plate positions. Alpine, dlvislon of ITV Bullding Components Group Inc.shall of be responsible for yy deviation from '(7 AN FiW COMPANY this drawing,any Failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, ! , Ar�otr C installation 6 bracing of trusses. !a �✓v A seal on this drawing or cover page listing this drawing,Indicates acceptance of professional nglneerb,g ponslbi ty solely For the deslgn shown. The suitability a tl use of this drawing iw any structure Is the responsibility of the Building Deslgmer per ANSI/TPI 1 SecZ 9 �T Earth C[y,MO 63045 Jo genera(notes page and these web sltesi AA�if"V�PI r For Fore Infornatlon see this b's V M ALPINO rrr.olpineltw.coml TPA rrw,tDlnst.orBl MICA,wwwabclndustry,orgi ICO rwwlccsafe.org M, \\ SPACING 24,0 Hip Frame Details Hip Frame W4X4, Min. B —� Common 24' Trusses Typ W1.5X3 Typ. —ti Stepped Hip System Trusses 2x4 Chords 2x4 Purlins Setback nil Jdcl #1 Hip Pitched and Sheathed Chord Area Hip Framew --- -------------------------------- ----------------------- B Bottom Chord W3X4, Min, o- Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0,131'x3,5' nails W3X4, Min. )K Hip Frame, 'R' Bottom chord of hip frame to be attached to #1 hip with 0,131'x3,5' nails @ 6' o,c, maximum spacing. Hip frame stops at plumb cut of Hip Frame Section B—B jacks to maintain pitch continuity. Hip frame lumber is SPF, So, Pine, HF, or DFL Standard, Stud grade, or better, See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required. R' Hip frame chords may be trimmed up to a fit, Stepped Hip Purlins must be intact and properly attached, Setback System Trusses Use this detail for; ASCE 7-10, 180 mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame - provided by truss manufacturer. ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated. Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So, Pine lumber, Structure anets must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hiiRtt O , ��ilins, -•VARNINGP-READ AND FULLU a V ALL NUTES THIS DRAVINGI : REF HIP FRAME .sINPDRTANT�FURNISH THIS DRAVIW TV ALL C@ITRACTURS WCLUDING THE INSTALLERS. ENS Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and `` fallow the latest edition of SCSI(Bullding Component Safety Information,by TPI nd SECA)for safety Na r1 DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporaryy brat In per SCSI. Unless noted otherwise,top chord sholl have properly attached structural sheathing am bottom chord _ / c DRWG HIPFR1801014 shall have a properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs. _ d IT ^� I� chaff have hrapplosi Installed per BCSI sections 33,B7 or HIO, s applicable. Apply plates to each fora IILII�IILLLIIIIr_I I III��� 0f truss nd position as shown above and on the Joint DetaRs,unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. SiTA E OF Alpine, division of ITV Bullding Components Group Inc.shall of be responsible for y deviation from f 9 p AN IT OOMPAN this drawing,any fallure to build the truss In conrornnncc with ANSI/TPI 1,or for handling,shipping, � 4 � hstollatlon 6 bracing f trusses, O A seal on this drawing or over page listing this drnwing,Indcntes acceptance of professional ' ngheerinp ponslb;Uty solely for the design shown. The sWtabRity d use of this drawing !l• / �it for any structure Is the responsWUity of the Bullding Designer per ANSI/TPI 1 Sec2 9 Lakefront rive E,h City.MO 63045 For more Information see this job's general notes page and these web sites, '�4dAAA1Il I71IIIp\%0\ ALPINE,wwwalpineitw.coml TPI,www,ipinct.orgi SBCA,w—sloclnductry.org)ICO wwwlcccafe.org CLR Reinforcing Member Substitution T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf. Is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired. L-Reinf. Apply to either side of web narrow face. Attach with lod (0.128'x3.0',min) nails at 6' o.c, Reinforcing member Is Notes: a minimum 80% of web member length, This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement, Alternative reinforcement specified in chart below may be conservative, For minimum alternative reinforcement, re-run design with appropriate reinforcement type. T-Reinf. L-Reinf. Web Member Specified CLR Alternative Relnforecement 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 lOd (0,128'x3.0',min) nails 2x6 1 row 2x4 1-2x6 at 6' o.c. Reinforcing member Is a 2x6 2 rows 2x6 2-2x4OK) minimum 80% of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x60K) 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, ()IE) Center scab on wide face of web. Apply (1) scab to each face of web, F 7 Z �svl1RNINGtrr READ AND FOLLaV ALL NOTES ON THIS DRAWDa �p r!, XMINP13RTANTu FLRNISH ThDS DRAWING TO ALL CRITRACTORS INCLUDING THE INSTALLERS. �\``\\\�� M qg ''i,/ TC LL PSF REF CLR Subst, Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and �� \ �T -1 ,.Trusses the latest edition of BCSI CBuKding Component Safety Information,by TPI and SBCA)for safety Q' f'� / � TC DL PSF DATE 10/01/14 practices prior to performing these functions. Installers shop provide temporary hradng per BCSL `� �1V /Vs� P Unless noted otherwise,top chord shall have properly attached structural sheathing cin bottom chord _ C DL PSF DRWG BRCLBSUB1014 shall have a properly attached rigid ceiling. Locations shorn far permanent lateral r¢stralnt of ehs ��1pppccc��1WWW��`��/ yyy N chap have bracing Installed operwn BCS[ee[at on Bh J or BID, %,applIcobte. Apply plates to each Fnc¢ �/ $C LL PSF Q III I-- fL�J�I Of tu56 and position a Shorn above and on the Joint Detnle,unlecs noted otherwise. 7S ('�///-' Refer to drawings 160A-Z for standard plate positions. I - Alptne, division of ITV Bullding Components Group Inc.shall of be ponsible for y deviation from = Ai ❑T, LD, PSF AN fTW COMPANY this drawing, y Failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, .9 A Ct hstallotlon L brating f F Z trusses. .t1 A seat on this drawing cover page listing this drawing,Indicates acceptance of professional %y/'- ,`/ engineering respons0bmty sotety for the design shown. The swtaagty and of this drawing © G,�y�}q R ` - /��DUR, FAC. I3 for any structure Is the responslbalty of the Mating Designer per ANSI/TPI I Sect 96 E drtBh(lakelronl Drive For are Information see this job's A Y MO 3045 ALPINE.•r.nlpineltw.coml TPI,rw..tpImt..rgj SBCA.wow,sbendust y.orgl¢ICO—.1.esa�f¢.org SAffG l" 1�� SPACING 5 Cracked or Broken Member Repair Detail This drawing specifies repairs fora truss with broken chord Load Duration = 07 or web member. Member forces may be Increased for Duration of Load ' This design is valid only for single ply trusses with 2x4 or Maximum Member Axial Force 2x6 broken members. No more than one break per chord panel Member Size L SPF-C HF DF-L SYP and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail, Web Only 2x4 12' 620# 635# 730# 800# (B) = Damaged area, 12' max length of damaged section Web Only 2x4 18, 975# 1055# 1295# 14154 U = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and Web or Chord 2x4 9754 1055# 1495# 1745# species as damaged member, Apply one scab per face, 24' Minimum side member length(s) = (2)(L) + (B) Web or Chord 2x6 1465# 1585# 2245# 2620# Scab member length (S) must be within the broken panel, Web Or Chord 2x4 Nail Into 2x4 members using two (2) rows at 4' o,c„ rows staggered, 1910# 1960# 2315# 2555# Nail Into 2x6 members using three (3) rows at 4' o,c„ rows staggered. Web or Chord 2x6 30' 2230# 2365# 3125# 3575# Nail using loci box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this Web Or Chord 2x4 2470# 2530# 2930# 3210# detail is limited to Visual grade #1 and MSR grade 1650f, 36' Web or Chord 2x6 3535# 3635# 4295# 4745# This repair detail may be used for broken connector plate at mid-panel splices. Web or Chord 2x4 2975# 3045# 3505# 3835# This repair detail may not be used for damaged chord or web 42' sections occurring within the connector plate area, Web or Chord 2x6 4395# 4500# 5225# 5725# Broken chord may not support any tie-In loads, Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# s Minimum L Distance L _ L B L 4' O,c, �TYPical ~ s + O + O + O + O L L O + 0 + O + 0 + Hlnlnun 7�B L Distance D / \ 2 e Stagger L + = Back Face 10d Box (0.128' x 3', min) Nails: O = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row StcLqqered Nail Spacing Detail �t,�t „� 'II �E ,'' wwvURNISH TIES READ AND FOLLOW ALL TRACT IN THIS DING THE ��`P\NJ "G ' �y REF MEMBER REPAIR wINPDRTANTn FURNISH TF4S DRAWING TO ALL CDNiRACTDRS INCLUDING THE INSTALLERS, 9 ✓77� r Trusses require extreme care In fabrkating,handling,shipping,blstalang and brachg. Refer to and SF ✓ DATE 1D�D1�14 lotto,the latest edition of BCSI(Building Component Safety Infornatlan,by TPI and SBA)for safety 4` UnLessp—ticno prior he .]-forming these Functions. [perty ers shall provide temporary ng and per HCSh Nf� unless noted otherwise,top ed" shall have properly attached.Fo structural sheathing and bottom char DRWG REPCHRD1014 chap have a properly attached rlgltl ceillnp. Locations shorn for permanent lateral restraint of webs _+. ���(� IIf� shall have broUng Installed per above sections the J r Details, ils unless no Apply plates to each face �( ` Q luau:\\\\\VVVVVVI..IIIIII IIIF Re trussand poslt16Oion s shown ahove and to the Joint DetaNs,unless noted otherwise. �� OF: Refer to drnrings 160A-Z for standard plate positions. 1_' AN fTW COMPANY Atpine,a division of ITV Hulldlng Components Group Inc shall not be responsible for any deviation iron this cir—Ing,any fo6ure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, 5,"i' AN Instailatlon 6 b, .1 of trusses. p`` [� A seal on this drnring or over page listing this dra,ing,Indicates acceptance of professional Q�x 0 i'2 5Q ngineeri g responsibility solely for the design shown. The s ltabtlty and me of this drawing for any structure Is the respon.HilUty of the Building Desig—per ANSI/TPI 1 See.2. I V /, (�`� m 73369 Laefr0 Drive ge page and these web Ites, O4y// /0f�r,L I+,' �tN`+ Earth City,MO 630a5 for more Information sae this Job's neral notes ALPINE,w—alpineitw.comi TPD www,tpinst.orgl SBCA,wew Ioclndustry.orgi!CC,wwwJccsafe,org '/f11/II llTlttt1 SPACING THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' D.C. MAX. STANDARD BOTTOM CHORD FALSE FRAME DETAILS SPACING AND IOPSF MAX, CEILING LOAD., WITH THE EXCEPTIONS NOTED ON THIS SHEET D❑ NOT USE THIS DETAIL F❑RI 1, STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). 2, INTERIOR BEARINGS AT ANY LOCATION (IN THE TRUSS, 3, LOADS IN EXCESS OF 1OPSF CONNECTED TO THE FALSE FRAME. 4, DRAG LOADS CONNECTED TO THE FALSE FRAME, 5, TOP CHORD APPLIED FALSE FRAMES. 6. LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL. )K ic 7, VERTICALS SPACED APART MORE THAN PANEL POINTS CIF>4'-O'), FILLER ----- 8, FALSE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. 4' 0' ❑C MAX. LENGTH TG�ILLER , r EXISTING FILLER NOTEi FALSE,FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES GENERAL NOTE Si NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL. LOAD CONDITI❑NS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION, FRAME CHORDS. SHOP APPLIED USE #3 OR BETTER ❑R STUD (900f FOR MSR) MATERIAL FOR - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION. FALSE FRAME WEBS, USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH - LOCATE VERTICALS AT 4' 0', O.C. MAX,, OR SEE NEXT ❑P VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT. IF FALSE FRAME CHORD ISS THE SAME SIZE AND GRADE ASS THE IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN - + OR - 12" OF THE PANEL POINTS ALONG THE BOTTOM CHORD ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN (4' MAX. PANEL LENGTH). ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE). x APPLY REQUIRED BRACING (SEE BELOW), - ❑PTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. I FIELD APPLIED - FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS). - PLACE FALSE FRAME CHORD IN-PLANE WITH THE TRUSS, CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE xLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ, CHORD OF.THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE - J❑IN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND (0.128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLOCK) LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A - MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE 8d NAILS C0,113x2,5') @ 3' D.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. BRACING EXCEED 10'-0' O.C. FOR A SINGLE-PLY TRUSS BOTTOM CHORD. - VERTICALS MAY BE JOINED BY (2) 3x6 REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING ONE PLATES WITH (4)FA CE GAUGE (0,120') x1,375' NAILS INTO EACH MEMBER CONE FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PLATE ON EACH FACE OF PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME TRUSS ATTACHED WITH 4 NAILS), CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR LONG MIN. BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER (6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE PER THE LATEST VERSION OF ANSI/TPI, FACE ONLY), WARNING- AND FOLLOVwwINPORTANT.w FURNISH THIS ADRAVING TO ALL�CONTRACTGRS NCLIIDNG THE NSTALLER& � r L NOTES[IN THIS DRAVIN134 \. REF BC FILLER Trusses require extrene care In fabricating,handling,shipping,Installing and bracing. Refer to and tj„ , ENct e' rr DATE 10/01/14 follow the latest edition of HCSI Bullding Component Safety Information,by TPI and SBCA)for safety ` V U,(� practices prior to performing these functions. Installers siwll provide temporary bracing per BCSD �`� �/ C unless noted otherwise,top chord shalt have properly attached struct.% slwathlmg and bottom chordN - r± DRWG REPBCFIL1014 shall have a properly attached rigid celing. Locations shown for permanent lateral restraint of webs - shall have bracing Installed per HCSI sections the J or Hag,as unlessapplicable.no Apply plats to each face O Illtllllllllll\\\\\VVVVVVI..IIIIII IILf`= of truss and position horn move plate a the Joint Details,unless noted otherwise. NQ Refer to drawings I60A-2 For standwd plate positions. Alpine, division of ITV Building Components Group Inc shall of be respgnsible for y devibtlon fro S Ai E OF AN rrw COMPANY this drawing,any falWre'to build the truss In confornance with ANSI/TPI 1,or For handling,shipping, Instoltation 6 bracing f trusses. A seal on this drawing or cover page listing this drawing,Imdlcates acceptance of professlonat enGneer4g responsbN rn)ty solely for the design shown. The suitability and use of this droving r ©,� V R k `V 133B9 Lakefmnl Drive For any structure Is the responsWlity of the BWldhg Designer per ANSI/TPI 1 Sec2. ' Earth City.MO 63045 For nore Information see this Job's general notes page and these eb.site, �f ALPINO www.alpineltw.con,TPI,www.tpinst.org,SBCA�www.smcindustry.orgl ICCI wwwJccsofe,org /'%!p47- A� ..J 1111111 — } SCAB 2X4- ❑ VERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30,00 ft dean hgt, located anywhere in roof, 30,00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00, Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed .design and three times the overhang length. . Attach overhang scab to one face of top chord with 10d box (0,128°x3,0°, min) nails at 8° o,c, plus clusters of four nails where shown in figure below 00, NOTE: #2 is the minimum lumber grade allowed for all species, NOTE: Add 210# uplift (max,) to reported truss uplift for wall connections, 12 2 T❑ 12 � 3L 0K) L 24' MAXIMUM —WARNING"READ AND FOLLOV ALL NOTES ON THIS DRAVOIGI �`\`\ / '% 'REF 2X4 SCAB O,H, --IMPORTANT..FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDIK THE INSTALLERS. `� +� TOTAL TOP CHORD Trusses equlre extreme care In fabricating,handling,shipping,inst.11ing and bracing. Refer to and `. GGIVS �� LOAD NOT T❑ fall.•the latest edition of SCSI(Binding Component Safety Information,by TP[and SBCA)for fety ` �� �' DATE 10/01/14 practices prior to performing these fanctlans. Installers shall provide temporary bradng per SCSI. =EXCEED 40 PSF Unless noted otherwise,top chord hall have properly attached structural sheathing and bottom chord NO CDEAD PLUS LIVE) DRWG ❑HSCB2X41014 shall have a properly attached rigid telling, Locations shown for permanent lateral restraint of webs = ..dn. ���F� I7� shall have Ixacosi Installed per BCSI sections the J or DDID,etails, s applicable. Apply plates to each Face _ �,/ ➢6 d O lul\\vll Re Feruto drowlno s2160A-Z forlon as nlulc the Joint Details,uMess noted otherwise. B p positions. Alpine,a cilvislon of ITV Building Components Group Inc,shall not be responsible for any deviation from S/1+"ATE OF AN rTW COMPANY chls drawing,any Failure to build the tress In conformance with ANSI/TPI 1,or for handling,shipping, Instj.t,.m L,,my Fail,.,; f trusses. { A seal on this drawing cover page listing this dra•Oig,Indicates n ptance of professlonal emglne,rhng responswIlty solely far the design shown. The sultablllty and of this drawing % f �y� ,� DUR, FAC, 1,15/1.25 for any structure Is the responsbLlty of the Building Designer per ANSI/TPI I SecZ 4� 133B9 City. MO 3045 r page and these web sitesi1QNAlw ttt`,`` Earth Clt M063045 for more Information see this Job's general notes ALPINE,w vAlpineltw.conl TPD w•w.tpinst.orgl SBCA,w.,cbclndustry.orgl ICO rwWccsafe.org /O t1t SPACING 24� STRONGBACK BRIDGING RECOMMENDATIONS BIm,STRONG89X ►All scab-on blocks shall be a minimum 2x4'stress graded lumber.' BRIDONOTOOE HM ►All strongback bridging and bracing shell be a minimum 2x6'stress graded lumber.' 41 -0" ►The purpose of strongback bridging is to develop load sharing between individual misses,resulting in an overall increase in the stiffness of the 4 4rW SCAB ATTACH SCAB WITH 10d BOXGUN floor system. 2x6 strongback bridging,positioned as shown in details, (0.12879.0')NAILS IN2 ROWS ATB'O.C. Is recommended atl0'-0'o.c. max. NOTE:IN LIEU OF SPLICNO AS SHOWN,LAP (max.) STRONGRACKBRIDONGM *StSFORAT LEAST ONE TRUSS SPACNO STRONGBACK BRIDGING SPLICE DETAIL ►The terms"bridging"and"bracing'are sometimes mistakenly used and 2 are the preferred attachment methods interchangeably. 'Bracing"Is an important structural requirement of NOTE: Details ATt STRONGBACKrre any floor or roof system. Refer to the Truss Design Drawing(TDD)for WEB W/(3)10d COMMON O the bracing requirements for each individual truss component (0•14&xM NArLSOR(4)10d "Bridging;particularly'strongback bridging"Is a recommendation for O BOVO 1(0'2M'0)rm` a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss,strongback bridging serves to reduce'bounce"or residual vibration resulting from moving °° point loads,such as footsteps. o °° The performance of all floor systems are enhanced by the installation of strongback bridging and therefore is strongly recommended by ITW Building Compents Group Inc. STRONGBACK BRIDGING SPACING RE UIU34NTS Up to 10'No= For additional information regarding strongback bridging,refer to BCSI mtoW 1 raw(at txothrofopet (Building Component Safety Information).. (2)1 Od COMMON(0.146't6M OR 70'to sa 2 raw 1 at each BOXfGUN(0.12e'r9D'NAILSATTOP 2x6(MINIMUM)STRONGBACK, W tD 40 3 rmm 0 at each t AND BOTTOM OF xa SCAB-ON BLOCK RESTRAINED AT EACH END. Ov"4a&ram raw at 1a oz ATTACH STRONOBACK TO BLACK W/ (3)10d COMMON(0.14W44r)NAILS OR (4)10d BOXFOUN(0.128',dL(r)NAILS. i O � °o 0 I ATTACH STRONGBACK IWITH STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES Tc BO(z)r10-sS3.8� CREws uuuluu/ "FAMI NG"IMM MD F0=1f AM N=ON=s»dan to en TIC LL PSF REF STRONGBACK,� A. �.i/f., 7—Sequin e.t,—cam m f.hrlc&Uo&hmd-, �ppm �Y. i and bmdn( :bl.r d foUm D®(BWdmY �ap1` R' C.mpoamt 10,1y In—11oo.D7 1RI and Tr A for.Stet,pmcU-prb 1.p.rfmmloy I fmct— WA U— mmp.mq Dm<ma per D.bo mt.d.th—S..a .h.,d m.D ha a pmp.rl7 atta.h.d.tmetdet pmet.I'd � � �� TC DL PSF DATE 2/28/11 /I .W�d.LOD W..a pr.p.r]F etteohea rlAw.e9mB ]...{ton..D.m f.r p.rm.nmt btmet re.,emt.f mte.h.D 1—— Q' \G S� BC DL PSF DRWG hmdog m.taD.d per ace,—U—es t rn. 9..thi.)oh'.a.e.mt mt..M.for m.m bf.m,U � � � � STRBRIBRO211 "WOMAtrf- NI9NCC1a CUFF OF 7W DMIGN TO DMIJU 1ON WN7 MIL N ,?� C LL PSF m DuOdlo{Cempmmta Omnp m..OMM).WD not W mm.apontlbla for my d.Mtfoo 6.m thla d.dd.,m7 faOum ta bnW th.traw m.oW.mema..Ith TFL.r f ldo.tmy hmdbnj..5lpply,WmOty k bmdm of tmau.. rMCQ oonm.t.r pl.tn // ButiY ConpmnftrOgq Yta aro mode of 20/I0/16U(W,N/9/1)AM ASM pale 37/40/e0(L/O/U)job..t..L Appy pl.tm m meh f.ce of trum. � / / ��O� p.rdtlm.d u chow.boa.and on,.mt D.t.1L. „�(�(77++'(•,A ;.-TOT. L.D. PSF A...I m thb dn�Iy.r.mar paae md4ate..ecapmnee and proteoilmel myneerm¢mspm y..Wy fm tW t— — .omp—t de.lcn.Dom. 7h..WtaDillt7 em u.e d fhb oomyment ror my D_mldm�1.tW m pm mmltF or U.9utwmN NV--WG:°°:.Itt W V-tpt=Lcon,:17CL . bdndnrc7...nu IM...d..aef..on -0, ® (\�� ��0��`` DUR. FAC. 1.00 )i vets uoeNe SI", SPACING \� --- �df'affurfnttatt`� -- -- - - i