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A A RANEY COMPONENTS Cover Sheet a-7 nev 19900 Independence Blvd. Order# Groveland,FL.34736 JOB#136DCS1 00 XpOnentS, LLC Phone:(352)429-9429 Fax:(352)429-7429 Printed: Thu, Nov 10 2016 -Job Information: i Address:. - FOR Name and License Number., Customer Name: I Creekside Lot 100 DR Horton 8536 Cobblestone Dr Description: City,State,Zip: 4EFB-Flara"D"OL OW i —Loading Information: Roof Loads: Floor Loads: TC Live: TC Dead: �SC Live: I BC Dead., TC Live: TC Dead: BC Live: BC Dead., 20 7 0 10 40 10 I 0 5 ----------—-—----------------------—----------- —----- ----—----------—----------- ------------------ Bldg.Code: Wind Sid: Wind Speed: Bldg.Useage: Building Type; Wind Type: FBC 2014 RES ASCE 7-10. 160 Residential-CAT 11 C MWFRC&C&C W/M Pages or sheets covered by this sea[from:1 thru 43 Total 43 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A2 3 A3 4 A4 5 A5 6 AS 7 A7 8 AS 9 AgG 10 A10G 11 BGE 12 B1 13 BG 14 L01 15 L02 16 MGE 17 M1 18 vi 19 V2 20 V3 21 V4 22 V5 23 ER 24 EJ3L 25 BJ5 215 BM 27 Bil 28 WIL 29 CJ7 30 CJ3L 31 FT1 32 FT2 33 FT3 34 FT7 35 FT8 36 FT4 37 FT5 38 FT6 39 FT9 40 FT10 41 FT11 42 FT12 43 FT13 1: Digitally signed by Manuel Martinez Manuel DN:c=US,o=ldenTrust ACES Business Representative,ou=M AND E ASSOCIATES P.A.,cn=Manuel Martinez, 0 ,2342,19200300,100,1,1 0109800 h4l 000014B4CF8FE960000211F tinez...'�` Date:2016.11.10 10:07:31-05'00' E N NO 04-7182 -13 t 10*- . STAIE OF 0 0 ti lsk% . SERIAL 7f 00 00 0 100 00 01 4b ee 5a d I ca 99 11;(0 36 T151x item has hoer.tkaronlcsllr sr„rned and waled by Ma�u:tl Martine;, PE I.L.LlG 04TIS2f-the dare shown almye�sInq aSHA4 ..e not senside,.d sig-d and stated and the sFA--,2uthantkatian coda rnut be vcflfjcd on afty dectrvr& ',0,'Er Page 1 of 1 Job Number: 136DCS100 Ply:1 SEQN:675901/T15/COMN 4EFB-Flora"D"OL OW/DR HoLn MEFB-Plora"D"OL OW Qty: 2 �-RICM:-Ait DRW: Truss Label: Al Wgt:131.6 Ibs 1 ... 11110116 7'10" 13'8" 19'6" 27'4„ 7'10" 5'10" 5'10" 7'10" D=5X6 12 5X6 p g5X6C E 6 A i t� N i 3X10(B3)B F=3X10(83) a 3 A C' J 1 H 1112X4 =5X6 1112X4 1' TV12 5'11"4 5'11"4 78"12 1' T812 13'8" 1974 27'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefliCS1 Criteria A 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 I Rw /Rh I RL !W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.066 1 999 240 B 1094 /492 /639 /- /303 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.152 1 999 180 F 1094 /492 /639 /- /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.029 H - - Wind reactions based on MWFRS EXP:C HORZ(TL): 0.068 H - B Min Brg Width Req= 1.5 Des Ld: 37.00 Mean Height:21.67 ft NCBCLL: 10.00 Code!Misc Criteria Creep Factor:1.5 F Min Brg Width Req i 1.5 TCDL:4.2 psf Bearings B&F are a rigid surface. Soffit: 2.00 BCDL:5,0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.484 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.481 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.547 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 D-E 835 -1224 Wind Duration:1.60 WAVE VIEW Ver:16.01.01 B.0614.20 B-C 1020 -1761 E-F 1021 -1761 C-D 835 -1225 F-G 27 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. M Bot chord 2x4 SP#1 Webs 2x4 SP#3 B-J 1499 -742 1-H 1495 -767 Lumber value set"l3B"uses design values J-1 1495 -742 H-F , 1499 -768 approved 1/30/2013 byALSC Wind Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Member design based on both MWFRS and C&C. J-C 291 -25 1-E 434 -571 �111I►�� * C-1 434 -571 E-H 291 -25 \t �� a, � D-I 737 -464 `t►`�S•`'�t`�t 047182 1�IryY 1�y2rd`jf,. ^ `Y w }i • 'R � a• as• IS TA O , SEPIAL 9: 700 00 0100 00 01.4b6e,Sc41 ca99laM36 ri•,It item hoc bncr.ckctran1-4.lped.Ad.malnd by Manecl Martino. Pr.1%.bc..0471a11 CA Ine WlC ahbwn above u'Jt1Qa SHA.3 2uth4Ttlratiar,code. "WARNING*' READ ANDFOLLO,U1/n�}lct�l4kTGxSlnFkdlalWdF1G4nccandscskd —IMPORTANT" FURNISH THIS DRAWING TQ AUt.GGNIRAIBEG RS itWflt GdEh(Sut MiFd#I LERS Trusses require extreme care in fabricating,handlin shippingylnstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an�SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI.•Unless noted othenaise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins�alled 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. )2efer to drawings l60A Z.fbFstandard,platepositions,.-' 11, 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 drawin indicates acceptance of rotessional engmeering responsibility solely for the design shown. The suifability and use of this ��awing for any structure is tie responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:wn .t instor;SBCA:wonv.sbcindust .com:ICC:wwv.icrsate.or i `1 Job Number: 136DCS100 Ply:1 SEQN:675905/T16/COMN \ 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 4 FROM:AH DRW: Truss Label: A2 Wgt:130.2 Ibs / ... 11/10116 7'10" 13'8" 19'5"8 27'4" \ 7'10" 5'10" 5'9"8 T10"8 D=5X6 12 6 3X4 fV f� 1� M 3X10(83)B F=4X6(A2) 43 A I H G 1112X4 =5X6 1112X4 1' T8"12 5'114 5'11"4 T8"12 7'8"12 13'8" 19'74 27'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) De111CS1 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): 0.066 H 999 240 B 1096 /494 /639 /- /287 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(QL 0.152 H 999 180 F 1032 /458 /572 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.030 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.068 G - - B Min Brg Width Req= 1.5 Mean Height:21.67 ft F Min Br Width Req NCBCLL: 10.00 Code I Misc Criteria Creep Factor:1.5 9 = - TCDL:4.2 psf Bearing B is a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.504 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.489 Ply(Ibs Forces Per P Maximum Top Chord Spacing:24.0" C&C Dist a:3.00 it Rep Factors Used:Yes Max Web CSI: 0.562 Max ) 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 D-E 851 -1230 Wind Duration:1.60 WAVE VIEW Ver:16.01.01 B.0614.20 B-C 1024 -1766 E-F 1064 -1778 Lumber C-D 838-1229 Value Set:13B(Effective 6/1/2013) � op chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(1bs) Tot chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-I 1503 -805 H-G 1513 -812 ' Lumber value set"1313"uses design values I-H 1500 -805 G-F 1516 -813 approved 1/30/2013 by ALSC Hangers/Ties Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Recommended hanger connections are based on manufacturer tested capacities and calculations. I-C 292 -25 H-E 446 -587 Conditions may exist that require different C-H 436 -572 E-G 294 -40 >c1<9#tl�3/ tj connections than indicated.Refer to manufacturers D-H 745 -484 publication for additional information. Bearing at location x=271" uses the following a support conditions: 1 a"�>tr Bearing F (27'1",18'1"14)HUS26 . ,*` Supporting Member:(2)2x6 SP#1 (14)0.148"x3"nails into supporting a~ ; No 041162 member, (4)0.148"x3"nails into supported member. aw r Wind STATE OF Member design based on both MWFRS and C&C. t i SERIAL#: 7f 00 00 0100 00 01 Ott 60SC,d1 ca 90,16 f0 36 rhls Item has and..I.d by M.-O Martinets, ?F.Ist..Itc.0473021 en tha Cafes sawn abcua Using a SHA=1 authenticadcn Cade. **WARNING— READ ANDFOLLO.�!(e41k1c�iliFkT�&�NaFkdiwsxG2h7a9NUdA1Gn4gnceandualed **IMPORTANT** FURNISH THIS DRAWING TCkA1LI6MUZRA-&:5 RS"LtWfliNGIjT�fn4NSFALLERS Trusses require extreme care in fabricating handlin shippingyinstailing 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 othetwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperyy attached rigid ceillng Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or 810, as. appticab�e: A ppTy plate�4o^eaface otrtlss and positron as'shown'above at cd ort Nte`JoirlFDeteits'untess noted othenrrise: (teferRo' drawings 160A-Z for standard plate positions, Alpine,a division of ITW BuildingComponents 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 orawing 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. Far more information see this'ob's qen4al notes a e and these web sites:ALPINE:wwaal ineitw.com;TPI:wwwt instor..SBCA:www.sbcindus .tom;ICC:www.icosafe.or Job Number: 136DCS100 Ply:1 SEQN:746038/T14/HIPS 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OIL OW Qty: 1 FROM:AH DRW: Truss Label: A3 Wgt:145.6 Ibs / ... 11/10/16 7'10"9 13' 14" 19'5"7 27'4" 7'10"9 5'1"7 1'4" 5'1"7 7'10"9 T4 =4X4D E 12 6 ,3X4 C F�3X4 m ih i� f =4X4(A2)B �G= X4(A2a'a A M L K J-3X4 1112X4 =3X4=3X4 1112X4 1' 7'8"13 5'3"3 8" 5'3"3 7'8"13 1' 7'8"13 '8„ 197"3 27'4" 74'4' 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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.063 L 999 240 Enclosure:Closed B 1094 /494 /643 /- /- /5.5 BCLL: 0.00 Lu:NA Cs:NA VERT(TL): D.145 L 999 180 G 1094 /494 /643 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.029 I - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.067 I - B Min Brg Width Req= 1.5 Mean Height:21.50 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 TCDL:4.2 psf id surface.rigid B&G are a Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.478 Bearings9 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0,473 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.492 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 E-F 886 -1263 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1042-1761 F-G 1042 -1761 Lumber C-D 886-1263 G-H 27 0 Value Set:13B(Effective 6/1/2013) D-E 833-1057 Top chord 2x4 SP#1 Maximum Bot Chord Forces Per PI Ibs • Bot chord 2x4 SP#1 Y( ) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-M 1499 -766 K-J 1057 -456 approved 1/3 012 01 3 by ALSC M-L 1496 -766 J-I 1496 -797 Wind L-K 1057 -456 I-G 1499 -798 Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. MA �l M-C 287 -39 J-F 429 -583 qy� afp, C-L 430 -583 E-J 385 -275 �Y iila7E1 r(i D-L 385 -275 F-I 287 -41 rNo 04718 STATE OF ON Ali- {° SEi71AL 0: 7€00000100000141b6e5acii ca0is*36 This item hu freer.ekctranlrstiy s(y+nec snc sea1e6 by?Aam:cl V—ti—, FF.I,'L.lic.P47ls2 t cn th&cat shown atx—zing asm,i authcrtitatinn ca�� , —WARNING— READ AND FOLLO,�at4Ljc llkkT Srk lFkd6&62i�a9dhUdAlG4 caanaacaicd `"IMPORTANT*' FURNISH THIS DRAWING T(D,,Abee�GNZRAO,-EiDRS&4GhlflDINGnaT-IFn�NStTaALLERS Trusses require extreme care in fabricating handlin shippingyirlstalling 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 braang 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 drawings 180AmZsforstandard,piatL--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/I PI 1,or for handling shipping,installation and bracing of trusses.A seal on this rrrawmg or cover page, listing this drawing indicates acceptance of processional engineerin responsibility solely for the design shown. The suitability and use of this q�awing for any structure is the responsibility of the t�uilding 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:ew,w.sbcindust .com:ICC:wvvw.iccsafe.or IF [ / Job Number: 136DCS100 Ply:1 SEQN:746040/T20/HIPS 4EFB-Flora"D"OL OW 1DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:AH DRW: Truss Label: A4 Wgt:145.6lbs / ... 11110/16 T10"9 13' 14'4"i 19'S"7 27'4" 5'1"7 1'4" 5'1"7 T10"9 1 \ =4X4 =4X4 D E 12 -_3X4 C F�3X4 6 o i� =4X4(A2)B G=4X4(A2) 4_3 A L K J ' 1=3X4 H 1112X4 =3X4=3X4 1112X4 1' T8"13 63"3 8"1 i 5'3"3 7'8"13 TS"13 13' 3' '8„ 197"3 + 27'4" 14'4' 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 /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.063 K 999 240 B 1096 /495 /643 /- /274 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.146 K 999 180 G 1032 /459 /576 /- /- /- BCDL: 10.00 Risk Category:I! Snow Duration:NA HORZ(LL): 0.029 H - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 HORZ(TL): 0.067 H - B Min Brg Width Req= 1.5 Mean Height:21.50 ft Code/Misc Criteria CreepFactor:1.5 G Min Brg Width Req= - NCBCLL: 2.00 TCDL:4.2 psf Bearing B is a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.504 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.482 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.504 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 D-E 846 -1061 Wind Duration:1.6D WAVE VIEW Ver:15,01.01.0402,19 B-C 1055 -1766 E-F 903 -1269 Lumber C-D 889 -1268 F-G 1084 -1777 Value Set:13B(Effective 6/1/2013) _ Maximum t3ot 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-L 1503 -835 J-1 1061 -492 Lumber value set"138"uses design values L-K 1500 -834 1-H 1511 -833 approved 1/30/2013 by ALSC K-J 1061 -492 H-G 1515 -833 Hangers/Ties Maximum Web Forces Per Ply(Ibs) Recommended hanger connections are based on Webs Tens.Comp. Webs Tens. Comp. manufacturer tested capacities and calculations. Conditions may exist that require different iiR L-C 287 -39 l-F 439 -596 fd connections than indicated.Refer to manufacturer ��,'k�>�51l �d,�� C-K 430 -583 E-I 390 -292 publication for additional information. tx D-K 386 -276 F-H 290 -43 Bearing at location x=27'1" uses the followingsy support conditions: -1r �+ "�{l '*�� ° o Bearing G (27"",18'1 14)HUS26 Supporting Member:(2)2x6 SP#1 (14)D.148"x3"nails into supporting member, (4)0.148"x3"nails into supported member. " Wind ".. : STAB`0. Member design based on both MWFRS and C&C. ! [ &4 le 4� SER(At.'IY: ?f 00 00 0j 00 00 01 4bB kd1ca99 0M36 This item Tax bacr,ekcwnlrslfy sgncd snd saalad by PAanncl m.rtinc{. ?E I>L.Lk.d3'71H21 on tnc dstr Shawn abo*e King a SHw 3 sU[hCft{tatlnn Cadc.. —WARNING— READ AND FOLL0.�&LioXC EScGLb6iM6%DRAW 11f Lgnerand:ralcd **IMPORTANT** FURNISH THIS DRAWING TCkdhMileC NZRAitx-GGRSANCIi lMGsdTkiCw,tMtT ALLERS Trusses require extreme care in fabricating,handling shippingyimstalling and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety prabbces prior to performing these functions, Installers shall provide temposrryy bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro efly attached riqid ceilin Locations shown for ppermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or�10, as'appttcab�e:' Apply ates� eaeh'face t�f ttvssuarld pasRiorr°as shown above artdomthe'JofnfDetails^eml�ss°noted otherwise; defer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buitdi,AComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI11 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 processional 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. Far more inforrnatlon see this job's general notes pacie and these web sites:ALPINE:wom al ineltmcom:TPI:wnwv.t inst.or:SSCA:'wwm.sbcindust .com:)CC!www.iccsafe.or Job Number: 136DCS100 Ply:1 SEQN:746042/T13/HIPS 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:AH FDRW:Truss Label: AS Wgt:137.2 Ibs ... 11/10/16 7'8"12 11' 16'4" 19'7"4 27'4" 7'8"12 3'3"4 5'4" TY 7'8"12 it :5X6 ;5X6 D E 12 1112x4 C F 1112X4 6 c� 4 o n u io 4x4(A2)B G_4X4(A2) T3 A H K J I =3X4 -5X6 =3X4 1' T10"8 5'9"8 69"S 7'10"8 1' T10"8 13'8" 19'5"8 27'4" 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 Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.062 J 999 240 Enclosure:Closed B 1094 /497 /650 /- / /5.5 BCLL: 0.00 Lu:NA Cs:NA VERT(TL): 0.143 J 999 180 G 1094.!497 /65D /- /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.027 1 - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.062 I - B Min Brg Width Req= 1.5 Mean Height:21.00 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 TCDL:4. psf Bearings B&G are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.474 g 9 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.490 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.330 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 E-F 1242 -1711 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1091 -1758 F-G 1091 -1758 Lumber C-D 1242-1711 G-H 27 0 Value Set:13B(Effective 6/1/2013) D-E 931 -1223 Top chord 2x4 SP 41 Maximum Bot Chord Forces Per PI Ibs s Bot chord 2x4 SP#1 Y(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-K 1495 -811 J-1 1201 -617 approved 1/30/2013 by ALSC K-J 1201 -591 I-G 1495 -843 Wind Member design based on both MWFRS and C&C. Maximum Web Forces Per Ply(Ibs)Webs Tens.Comp. Webs Tens. Comp. ►glfid C-K 345 -332 J-E 202 -117 � ,} D E A&i,�F.+ D-J 201 -1 6 I-F 345 -332 `FE No 04' 1$ STATE OF .� ON At, SERIAL a: 7f 00 00 0$00 00 014b 6e Sc di ca 991c f0 36 Thlt item ha i5car,skcssanlcaify s[yoee anC"scaledty PA-1!lamina ?E JpL.LEC,04-71e21=tic Cate shown atwxc Lang a S1ip.1 1 thcr natlan CaTdJ —WARNING" READ AND FOLL0�4(hl#�11�j�$�,F}d�I�WI�fE�lncc and sraMd —IMPORTANT— FURNISH THIS DRAWING TOtAL6G@NaZRAI :FG R604G tU!D4MGe'Ef,IFmINSiFdALLERS Trusses require extreme care in fabricating,handling shippingyinstalling 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 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 drawings-160A-Z,far-standard•plate•positions Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI!fPI 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/TPl 1 Sec.2. Far more information see this'ob's general notes page and these web sites:ALPINE:www.al ineit v.com;TPI:www.t inst.or;SBCA:www.sbcindus .com;ICC:www.iccsafe.or I \ Job Number: 136DCS100 Ply:1 SEQN:746044/T19/HIPS \ 4EFB-Flora"D"OL OW/OR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:AH DRW: Truss Label: A6 Wgt:137.2lbs .. ! ... 11/10/16 7'8"12 11' 16'4" 19'7'4 27'4" \ 7'8"12 3'3"4 5'4" 3'3"4 T8"12 5X6 =5X6 D E 12 1112X4 F 1112X4 6 0 in G=3X4(A1) 4X4(A2)B as A J I H =3X4 =5X6 =3X4 1' T10"8 5'9"8 5'9"g T10"8 7'10"8 13'8" 19'5"8 27'4" Loading Criteria(psf) Wind Criteria Snow Criteria(P9,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# Lac R 1 U /Rw /Rh I RL 1 W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.062 1 999 240 6 1096 1499 1650 /- 1236 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.143 1 999 180 G 1032 /462 /583 1- 1- I- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.027 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.062 H B Min Brg Width Req= 1.5 Mean Height:21.00 ft Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - NCBCLL: 10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.498 Bearing B is a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:h12 to h TPI Std: 2007 Max BC CSI: 0.499 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.339 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 It FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 27 0 D-E 945 -1228 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1105 -1763 E-F 1266 -1730 Lumber C-D 1255 -1716 F-G 1116 -1773 Value Set:13B(Effective 61112013) Maximum Bot Chord Forces Per Ply(Ibs) Jr Top chord 2x4 SP#1 Chords Tens.Comp. Chords Tens, Comp. Bot chord 2x4 SP#1 Webs 2x4 SP#3 B-J 1500 -879 1-H 1207 -646 Lumber value set"l3B"uses design values J-1 1205 -654 H-G 1511 -878 '. approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Hangers I Ties Webs Tens.Comp. Webs Tens. Comp. Recommended hanger connections are based on manufacturer tested capacities and calculations. C-J 344 -332 I-E 202 -120 Conditions may exist that require different J-D 564 -421 E-H 581 -433 connections than indicated.Refer to manufacturert,114i9i)� #�I j D-1 203 -117 H-F 351 -341 publication for additional information. ,tg.. •..•* f A Bearing at location x=271" uses the following �. ��� '"•„• ,t� ��, support conditions: 4�b Bearing G (27'1",181"14)HUS26 Supporting Member:(2)2x6 SP#1 * o471132 +� (14)0,148"x3"nails into supporting " •; A. r member, .» (4)0.148"x3"nails into supported member. A" Wind '', TAT F e �: Member design based on both MWFRS and C&C. '., # � �% SERIAL.#: 7f00 00 0100 00 01 4b 8k61ca0Ac1036 � This item has boon elacsie Il Wsl;aee ud s,eaiceby PAanecl martiocs, 2F.IFS.LK•tl4-T197 t en tt;c i:arC shaven 3bw king a 5HA.1 auttcrti:aCfon code_ —WARNING" READ ANDFOLLOt,"AUoAQTFtSdab6TckiaW.MMNG6gncoandsxaicd "IMPORTANT" FURNISH THIS DRAWING TOd+ldt F�N3T�A�iCTGdF��BltldFiNdGeZhl�aNSiFILERS Trusses require extreme care in fabricating,handling shippingyimstalling 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 propperly attached rigid telling. Locations shown for permanent lateral restraint of webs shall have braci�installed per BCSI sections B3,B7 or 1310, asapplica a"ApP ates'-tes^'each^face'oftrussandpositioras,showmatrovearidon°theJo' Details;'unless°noted'otfierwis1: )2eferto' ' 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 professional engineerin Bg responsibility solely for the design shown. The sui[ability 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'ob's general notes page and these web sites: ALPINE:www.al ineltw.com:TPI: www.t insLor'SO www.sbcindustry.com]CC:www.icrsafe.or Job Number: 136DCS100 Ply:1 SEQN:746063/T12/HIPS 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: I FROM:AH DRW: Truss Label: A7 Wgt:141.4lbs / ... 11/10/16 7'8"12 9' 13'8" 18'4" 19'7"4 27'4" j' 7.8"12 +1'3"4+ 4"" 4,8„ 1'3"4 7'8"l2 555X6 1112X4 =5X6 D E F T 1112X4 C G 1112X4 12 6 • O N 4X4(A2)B H=4Xi(A2) 1 F33 A L K J =3X4 =5X6 =3X4 1' T10"8 5.91.8 59"8 7'10"B 1' T10"8 13'8" 19'S"8 27'4" 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 Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.071 E 999 240 B 1094 /666 /650 /- 1213 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(FL): 0.164 E 999 180 H 1094 /666 /650 /- /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.028 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.065 J - - B Min Brg Width Req= 1.5 Mean Height:20.50 ft Code/Misc Criteria Creep Factor:1.5 H Min Brg Width Req= 1.5 NCBCLL: .00 00 TCDL:4.2 psf Soffit: 2 Bldg Code: FBC 2014 RES Max TC CSI: 0.464 Bearings B&H are a rigid surface.BCDL:5.0 psf Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.493 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.209 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 E-F 1122 -1540 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1122-1763 F-G 1297 -1734 Lumber C-D 1298-1734 G-H 1122 -1763 D-E 1122-1540 H-I 27 0 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) • Bot chord 2x4 SP#1 Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"1313"uses design values B-L 1502 -839 K-J 1350 -736 approved 1/30/2013 by ALSC L-K 1350 -705 J-H 1502 -871 Wind Maximum Web Forces Per Ply(Ibs) Member design based on both MWFRS and C&C. Webs Tens.Comp. Webs Tens. Comp. C-L 426 -373 K-F 266 -195 L-D -463 F-J -463 D-K 266 266 -195 J-G 426 426 -373 N.. . tj ��"'I E-K 251 -280 �..7��.fj' • `4. No 047182 a r a cc art t�*1. - SWAT OF �y� j/ty�e����y� ��•fL"���� SERIAL z: 7f 00 00 01100 00 01 ab 6e Sc dl ca go Ic to 36 Thls item has boor.ckctraolrstly styned snd scaled by M­l Martine; PE K.LIC.04 7i H71 en the Gate shown above wand a 5H-i authcrtitatlan xadc. —WARNING" READ AND FOLL0.1�{f�Lle�ill4 GAS QNnF4d6x6?J�e91�dF1G4gnceands"Icd —IMPORTANT** FURNISH THIS DRAWING TadMbLoC,.GNaZRAi'is-EG RS&NlwktldD4NGodT-NEANSttTAL•LERS Trusses require extreme care in fabricating,handlin shippingyisstalling and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r saffety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI._Unless noted otherwise,top chord shall have properly attached structural sheathin 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. kefer to rawmgs 160A Z�forstandard pWeposifions:"• 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 professiona engineering responsibility solely for the design shown. The sui ability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this lob's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI: www.t instor;SBCA:wrw.sbcindus .com•ICC:www.iccsafe.or Job Number: 136DCS100 Ply:1 I SEQN:746048/T18/HIPM \ 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:AH DRW: Truss Label: AS Wgt:149.8 Ibs 1 ... 10/26/16 12 9' 15'1"15 19' 21'0"5 27'4" 7'8"12 1'3"4 6'1"15 3'10"1 2'0"5 6'3"11 F55X6 1112X4 =3X4 =3X4 D E F G =4X4H 1112X4 C T 12 II 6 o vI � 4X4(A2)8 1 I� !!3 A Em 1 18'1"14 M L K J fl12Xfi l 3X4 =3X4 =3X8 =4X4 1' 7'10"8 5'9"8 15"15 6'1"15 7'10"8 13'8" 15'1"15 21'3"13 27'4" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Lldefl LI# Loc R /U /Rw /Rh /RL 1 W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.073 E 999 240 B 1101 1652 1693 I- /268 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.168 E 999 180 1 1027 /649 /513 !- /- /- BCDL: 10.00 Risk Category:It Snow Duration:NA HORZ(LL):-0.024 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.050 C B Min Brg Width Req= 1.5 Mean Height:20.50 It Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= - NCBCLL: 10.00 TCDL:4.2 psf Bearing B is a rigid surface. BCDL:5.0 psf Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.455 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.549 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.981 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FTIRT:20(0)I10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 27 0 E-F 1062 -1562 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1085-1781 F-G 1062 -1562 C-D 1244 -1733 G-H 733 -1103 Lumber D-E 1062 -1563 Value Set:13B(Effective 6/112013) ! Top chord 2x4 SP 41 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 Lumber value set"1313"uses design values B-M 1518 -1114 K-J 1148 -773 • approved 1/30/2013 by ALSC M-L 1377 -992 J-1 0 0 L-K 1377 -992 Hangers/Ties Recommended hanger connections are based on Maximum Web Forces Per Ply(Ibs) manufacturer tested capacities and calculations. Webs Tens.Comp. Webs Tens. Comp. Conditions may exist that require different C-M 386 -326 K-G 524 365 y�ote fry connections than indicated.Refer to manufacturer �� Yi■ t �f� publication for additional information. M-D 512 -419 G-J 554 703 ••*•�•+a• A' f;A D-K 231 -182 J-H 1384 -926 Bearing at location x=27'1" uses the following � .•„� .• j support conditions: y"► �„• �✓E N v� �•�S� + E-K 288 -332 H-1 702 -978 Bearing I (271",18'1"14)HUS26 Supporting Member:(2)2x6 SP#1 RNo a ! • (14)D.148"x3"nails into supporting w p member, (4)0.148"x3"nails into supported # member. Wind $TE F Member design based on both MWFRS and C&C. 'r,• ,*,"." r*• Right end vertical not exposed to wind pressure. *5,- ,'' 0 R SERIAL.z: V00 00 0100 00 01 4bCe5cd1 ca9910i036 ibis iten has Gacrs ekcuanl Wly slynec and:caterby Mane itlartinet, ,,E vi..uc.%473B21 an itia cater shown ab:[ye 4sinp a SHA4 aLEhCntica[Ien 6YCC_ **WARNING** READ AND FOLLO"ALL.AQTESJabkTH6r2 and-aind **IMPORTANT** FURNISH THIS DRAWING TOAb6C)GUZRAI -_-512Rs ltWDINCidEhlrn,dNStTALLERS Trusses require extreme care in fabricating,handlingshipping[yinstalling 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 tempora bracing per 8CS1.Unless noted otherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a proppe%n attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insialled per BCSI sections B3,B7 or B10, as applicable'. App ' ates,to•each-faceiot,tfuss'and,positton'as shown, bbve,and"on't#re'Join Details; untess'noted otherwise: r�efertm 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 1,or for handling shippingg,installation and bracing of trusses.A seal on this drawing or cover pa e 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 uilding Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes-page and these web sites:ALPINE:wwmal ineitw.com:TPI:www.t inst.or:SBCA:www.sbcindus .com'ICC:wwwkesafe.or Job Number: 136DCS100 Ply:1 SEQN:746050/T17/HIPS 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:AH DRW: Truss Label: A9G Wgt:151.2lbs / ... 11/10/16 7' 13'8" 20,4„ 27,4„ 7, 6'8" 6,8" 7' 1113X6 C%8X8 D TC2 -8X8E 12 T 6 0 =4X12(B3)8 F=4X12(B3) 11 nT3 A G J I H 1114X4 =7X8 1114X4 1' 6'7"12 6'6"4 6'64 67'12 _ 1' 7'1"12 + 13'8" + 20'2�"4 + 26'10" J I}-6„( 66 2 r'4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,PfinPSF) 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): 0.188 D 999 240 B 2136 /1259 /- /- /- 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(fL): 0.436 D 743 180 F 2136 /1259 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.049 H - - Wind reactions based on MWFRS EXP:C HORZ(TL): 0.113 H - - B Min Brg Width Re 2.1 Des Ld: 37.00 q Mean Height:20.00 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 2.1 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.650 TCDL:4. psf Bearings B&F are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.552 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.763 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 27 -24 D-E 2816 -4850 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 2432 -4168 E-F 2432 -4168 Lumber C-D 2816 -4850 F-G 27 -24 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 :TC2 2x6 SP#1: Maximum Botns.Chord Forces Per Ply(Ibs) Bot chord 2x6 SP#1 Chords Tens.Comp. Chards Tens. Comp. Webs 2x4 SP#3 B-J 3674 -2120 1-H 3704 -2127 Lumber value set"l 313"uses design values J-1 3704 -2127 H-F 3674 -2120 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply(Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. #1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0-0 setback with 0-0-0 cant C-J 700 -179 1-E 1286 -772 and 1-0-0 overhang.End jacks have 7-0-0 setback }fit;>sliE;t j, C-1 1286 -772 H-E 700 -179 with 0-0-0 cant and 1-0-0 overhang.Right side jacks �r1t 1�qq �t D-I 876 -907 have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. Wind .`, •`•v ,�C'•s �� , Wind loads and reactions based on MWFRS. ts la STATE OF 4U * SERIAL#: 7f 00 00 0100 00 01 fb Be Sc d 1 ca 99 1e f0 3$ This itemhas been alaaranlcaly sigecC sna saalm?hy Mae el&7artinet, PF.t;L.be.047182t an the Cate Shawn atwre L4ing a SHA=1 iVthCntr[dFlen6ilCC- '*WARNING** READ ANDFOLLO.lA4t1cL1c�114kTFxS(r�NnFddb£e4WJA1Cd4sneeanesxake '*IMPORTANT** FURNISH THIS DRAWING TOd b6CH ONZRAIB:50RS LktItl 4MG:iWEy UStToAL-LERS Trusses require extreme care in fabricating,handlin shippinglainstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r satiety 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 properly attached rl�id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B1 O, as applicab e. Apply Oates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. }defer to drawings,160A-Z.forn.standard"plate.positionsr1 Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawin 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 d9rawing or cover pa e. listing this drawing indicates acceptance of proressional engmeerin 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. Far more information see this job's peneral notes page and these web sites:ALPINE:www.al ineitw.com;TPI:wanrd.t inst.or:SBCA:w .sbcindus .com;ICC:w Jcceafe.or t r Job Number: 136DCS100 Ply:1 SEQN:746052/T10/HIPM \ 4EFB-Flora"D"OL OW 1DR Horton 14EFB-Flora"D"OL OW Qty: 1 FROM:AH DRW: Truss Label: A10G Wgt:175.0Ibs 1 ... 11110116 7' 13'915 17' 20'4"5 27'4" f 7 ~ 69„15 3,Y,1 1 3,4„5 '1 6,11"11 1114X4 =4X6 =4X6 C-8X8 D E F =7X8 G 12 — T T TC1 (a) W 0 4X12(B3)B 4�3 A 1 1 K J I=4X12 H 1114X4 =8X12 1113X10 L 1'J 6'7"12 6'6"4 77'5 6'5"11 I 7'1"12 13'8" 20'10"5 27'4" H Loading Criteria (psf) Wind Criteria Snow Criteria(P9,Pf in PSF) Defl/CSI Criteria A 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 1 U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160mph Pf:NA Ce:NA VERT(LL): 0.178 D 999 240 B 2108 /1242 /- /- /- /5.5 BCLL: 0.0D Enclosure:Closed Lu:NA Cs:NA VERT(TL): D.416 D 784 180 H 2251 /1302 /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.038 C - - Wind reactions based on MWFRS EXP:C HORZ TL 0.089 C - - B Min Brg Width Req= 2.1 Des CLLd: 10.00 Mean Height:20.00 ft ( ) H Min Br Width Re - NCBCLL: 10.00 Code/Mist Criteria Creep Factor:1.5 g q= TCDL:4.2 psf Bearing B is a rigid surface, Soffit 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.630 Load Duration:1.25 MWFRS Parallel Dist:D to h/2 TPI Std: 2007 Max BC CSI: 0.552 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.732 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 27 -24 D-E 2732 -4718 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 2396 -4109 E-F 2732 -4718 Lumber Loading C-D 2734 -4721 F-G 2022 -3521 Value Set:13B(Effective 6/1/2013) #1 hip supports 7-0-0 jacks with no webs. To chord 2x6 SP#1:TC1 2x4 SP#1: Left side jacks have 7-0-0 setback with 0-0-0 cant Maximum ns.Bot Chord Forces Per Ply(Ibs) p 1 Chords Tens.Comp. Chords Tens. Camp. Bot chord 2x6 SP#1 and 1-0-0 overhang.End jacks have 7-0-0 setback Webs 2x4 SP#3:W6 2x6 SP#1: with 0-0-0 cant and 1-0-0 overhang.Right side jacks B-K 3623 -2089 J-1 3646 -2124 Lumber value set"1313"uses design values have 0-0-0 setback with 0-0-0 cant and 0-0-0 K-J 3653 -2096 I-H 12 -8 + approved 1/30/2013 by ALSC overhang. Maximum Web Forces Per Ply(Ibs) Bracing Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced on member.Or 1x4"T"reinforcement.80%length of C-K 703 -173 F-1 1191 -1457 web member.Same species&SRB grade or better, C-J 1192 -711 1-G 3935 -2259 attached with 8d Box or Gun(0.113"x2.5",min.)nails ��4111ii11llfiit D-J 795 -817 G-H 1355 -2126 6"oe. �t1� iredfp J-F 1208 -684 *Y•# RK16•�A- ,T Hangers!Ties Recommended hanger connections are based on manufacturer tested capacities and calculations. ,q ■ No 047182 Conditions may exist that require different ,. connections than indicated.Refer to manufacturer publication for additional information. a Bearing at location x=271" uses the following w support conditions: + Beeping H (27'1",18'1'14)HUS26 '+, �" F low r Supporting Member:(2)2x6 SP#1 "P°r 14 0.148"x3"nails into supporting s member, thy' *'"x++•'*" q +�` (6)0.148"x3"nails into supported ���l � i + y���► member. pY.rf$51 Wind SERIAL,F. Wind loads and reactions based on MWFRS. 7f 00 01301 00 00 01 4b 6e$c 41 ca 99 It 1036 TRIs item has been eltaronitatiy s%nee and.calm by Manuel marriner, Right end vertical not exposed to wind pressure. =Et=L.11e.eaas2fentiedatrsnownalwvecainga5HA-1 auttcr[katlon cxdc. —WARNING" READ AND FOLLO#>alnt4k#e1i114kTGkS QNnF#d6u l�ia9��d4tgneeand ssakd **IMPORTANT** FURNISH THIS DRAWING TQALi6fsOt+}3.,RAS-EGRS itWiaiMG3TkAFm4 1S-tFALLERS Trusses require extreme care in fabricating,handlin shippingyinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)or safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.,Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached riggid ceiling Locations shown forpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, asapplicable°' Apply lates^t(ieach"face,oftrussand^posifion-,as',shown°above•'and•orrtheJointEetaifs;-"uMessnoted,othervvise:I '{�eferta - 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 drawingq any failure to build the truss in conformance with ANSI 1,or for handling shipping,installation and bracing of trusses.A seal on this cfrawmg or cover page listing this drawingg indicates acceptance of protessional 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 pa6e and these web sites:ALPINE:www.al ineitw.coim TPI.,www.t instor;SBCA:wuw.sbcindus .com:ICC:www.iccsafe.or I Job Number: 136DCS100 Ply:1 SEQN!7460541 T9 1 GABL 4EFB-Flora"D"OIL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:AH DRW: Truss Label: BGE Wgt:137.2 Ibs / .. 11/10/16 10'8" 21'4" 10'8" 2,8" +(TYP-j I=4X4 H � G K 12 F L 6 E M M � rrl (O C O 2X4(A1)B P=2X4(A1) Q AD AC AB AA Z Y %=5X6 W V U T S R 214 21'4" 1' f'1' 21,4" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DefI/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 U# Loc R /U /Rw I Rh I RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.001 H 999 240 p• 81 150 138 1- Ill /255 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.002 1 999 180 Wind reactions based on MWFRS Risk Category:II BCDL: 10.00 teo Snow Duration:NA HORZ(LL): 0.003 R - - 8 Min Brg Width Req= - EXP:C HORZ(TL): 0.004 R - - Bearing B is a rigid surface. Des Ld: 37.00 Mean Height:20.92 ft NCBCLL: 10.00 TCDL:4.2 psf Code I Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.116 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:0 to h12 TPI Std: 2007 Max BC CSI: 0.034 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.105 A-B 27 0 1-1 325 -24 Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: B-C 82 -118 J-K 271 -21 GCpi:0.18 Plate Type(s): C-D 78 -87 K-L 217 -23 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 D-E 113 -66 L-M 165 -44 E-F 165 -44 M-N 113 -66 Lumber F-G 217 -23 N-O 78 -87 Value Set: 13B(Effective 611/2013) G-H 271 -21 O-P 82 -118 Top chord 2x4 SP#1 H-1 325 -24 P-Q 27 0 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-AD 187 -103 X-W 206 -107 Plating Notes AD-AC 196 -104 W-V 205 -106 All plates are 2X4 except as noted. AC-AB 198 -105 V-U 203 -106 AB-AA 201 -105 U-T 201 -105 Wind AA-Z 203 -106 T-S 198 -105 Member design based on both MWFRS and C&C. � ��1k311i)i � Z-,Y 205 -106 S-R 196 -104 MA&r kAA Y-X 206 -107 R-P 187 -103 sear. Additional Notes See DWGS A16030ENC101014&GBLLETIN1014 for +tip , '. ' Maximum Gable Forces Per Ply(lbs) gable wind bracing requirements. +4 ,• o ' Gables Tens.Comp. Gables Tens. Comp. No 7 1 e C-AD 188 -103 W-J 202 -63 D-AC 96 -65 V-K 165 -73 E-AB log -74 U-L 108 -73 "I �, F-AA 108 73 T-M 109 -74 #•� SAT i * , G-Z 165 -73 S-N 96 -65 0 0­ 4 l y H-Y 202 -83 R-O 188 103 1-X 0 -173 SERIAL 9. ?f 00 00 0100 00 01 4b 6 e 5c-dl ca 99 tc 1`0 36 mis Stem has Leer.xkctrnnicaily sytned and soaied"M I Martine. PE JSL.Lie.04:7162 i m it.datc Shawn above Ir-3ni7 a 5HA•1 auta:crt4attan code. -WARNING" READ AND FOLLO)�ikklc[114>fGkScQNeFdd6Fc&?J�/1�aF1{n4sgneeateseakd "IMPORTANT" FURNISH THIS DRAWING TOALilcC4NaZBA&-5GRS"ItWiDi Gd iTkrllaylNStTALLERS Trusses require extreme care in fabricating,handlin shippingyinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r satiety 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 properly attached rigid ceiiing. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections 93,B7 or B10, as applicable. Apply plates to each face.of truss and position as shown above and on the Join Details, unless noted otherwise. )Refer to 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 drawingg any failure to build the truss In conformance with ANSIITPI 1,or for handling shippin ,installation and bracing of trusses.A seal on this drawing or cover pa e, listing this drawing indicates acceptance of rolessiona� engineering responsibtlity 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.t instor;SBCA:waw.sbdndust .com'ICC:www.iccsafe.or Job Number: 136DC5100 Ply:1 SEQN:746057!T2/COMN 4EFB-Flora"D"OL OW]DR Horton 14EFB-Flora"D"OL OW Qty: 6 FROM:AH DRW: Truss Label: B1 Wgt:103.6lbs I ... 11/10/16 6'4"8 10'8" 14'11"8 21'4" 6'4"8 4'38 4'3"8 6'4"8 D=4X6 12 6 � _,3X4 C 3X4 m in iD 3X6(A1)B F=3X6(A1) 4�'3 A G K J I H 1112X4 =3X8 =3X4 1112X4 67"12 4'5"4 1' 4" 3'1"4 6'212 1' V212 10'8" 12' 15,1"4 21'4" 1 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs) 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):-0.060 J 999 240 B 867 /535 /516 /- l 245 15.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.092 J 999 180 F 867 /535 /516 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.023 H - - Wind reactions based on MWFRS EXP:C HORZ TL: 0.04o H - B Min Brg Width Req= 1.5 Des Ld: 37.00 Mean Height:20.92 ft ( ) g Code/Misc Criteria Creep Factor:1.5 F Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.2 psf Bearings B&F are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.490 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.306 Spacing:24.0" C&C Dist a;3.00 ft Rep Factors Used:Yes Max Web CSI: 0.336 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT1RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 27 0 D-E 1083 -942 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1300-1338 E-F 1300 -1338 Lumber C-D 1083 -942 F-G 27 0 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP 41 Chords Tens.Comp. Chords Tens. Comp. But chord 2x4 SP#1 Webs 2x4 SP#3 B-K 1135 -960 1-H 1132 -977 Lumber value set"l 313"uses design values K-J 1132 -960 H-F 1135 -977 approved 1/30/2013 by ALSC J-I 1132 -977 Wind Maximum Web Forces Per Ply(Ibs) Member design based on both MWFRS and C&C. Webs Tens.Comp. Webs Tens. Comp. K-C 223 -26 D-J 582 --26 1 # 608 C-J 548 -428 E-H 224 26 J-E 547 -428 No 047182 tit 6� .a1M YM Y r Z " ¢L STATE OF 0, ref ' ON SERIAL tt: 7f00 00 0100 00 01 4ti6+x5cd9 oa90Ici0�6 This item hds been aicctianiuiiysgnee and waled by MaeL Ivwtines, 2F.t,L.be•84'71821 cn the Batt sF.awn abo usmi;a SHA-1 aathcrtkaeicn csdr_ "WARNING** READ AND FOLLO,"Ad1e$,L4kTFtS.QbkTldlt9,QF.NWJW6gnc4 and seslea "IMPORTANT`* FURNISH THIS DRAWING TQAk�o@ N-ZRACticIGR6"l:tlililtNG6'FMFm4NStT:A LLERS Trusses require extreme care in fabricating,handlingshi pine�yimstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) y sa>Pety 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 B10, as-applicablef,-Applyplates,t&eacMFace-oftruss,andposition"as,showrrabove�andontheJo' iDetaits+'unless'note&otherMse",- keferftcrl— 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/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 processional engineerihq responsibility solely for the design shown. The suilability 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.iccsate.or Job Number: 136DCS100 Ply:2 SEQN:746119/T21/COMN 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:AH DRW: Truss Label: BG Wgt:140.0lbs .. / ... 11/10/16 3'8"7 731 101' 14'0"15 17'7"9 21'4" 11 3'4"15 114"15 3'6"11 3'8"7 E 1114X6 12 :4X6 D F�4X6 6 n � - ZD �3X4 C W5 G Z�4X4 H=5X6 3C&) =4X12(B3)B =H0308(C3) 3 q N M L K J I 1112X4 =6X6 =6X8 =6X6 =4X6 1113X6 1 3'0"11 3'4"15 387 1'4" 3,4155 '6.11 1- I 179 + 3 3611 '4 6„ I 247 _1 6 t- 14'47 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 I W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.147 J 999 240 B 4396 /2481 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.330 J 764 180 H 6503 /3304 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.045 1 - - Wind reactions based on MWFRS EXP:C HORZ : 0.102 1 - - B Min Br Width Re 2.2 Des Ld: 37.00 (TL) g g= . Mean Height:20.92 ft Code/Misc Criteria CreepFactor:1.5 H Min Brg Width Reg= 3.3 NCBCLL: 00 TCDL:4.2 psf Soffit: 200 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.494 Bearings B&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.869 Re Factors Used:Yes Max Web CSI: 0.543 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any Spacing:24.0" C&C Dist a: ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. wa GCpi:0.18 Plate Type(s): A-B 13 -13 E-F 1880 -3457 Wind Duration:1.60 WAVE,HS VIEW Ver:15.01.01.0402.19 B-C 2480 -4451 F-G 2440 -4639 Lumber Wind C-D 2526 -4531 G-H 2896 -5612 D-E 1870 -3445 Value Set:13B(Effective 611/2013) Wind loads and reactions based on MWFRS. Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 SP#1 Webs 2x4 SP#3:W5 2x4 SP#1: Chords Tens.Comp. Chards Tens. Comp. :Rt Wedge 2x8 SP#1: B-N 3960 -2200 K-J 4039 -2124 Lumber value set 1313"uses design values N-M 3967 -2206 J-1 5004 -2581 approved 1/30/2013 by ALSC M-L 3951 -2192 I-H 5039 -2596 L-K 4039-2124 Nailnote Nail Schedule:0.1 28"x3",min.nails Maximum Web Forces Per Ply(Ibs) Top Chord:1 Row @12.00"o.c. Webs Tens.Comp. Webs Tens. Comp. Bot Chord:1 Row @ 3.25"o.c. r��sy11617#ftr#t� Webs :1 Row @ 4"c.c. ��t {� i+j► N-C 122 -146 L-F 658 -1375 Use equal spacing between rows and stagger nails �� ..•�..���•fjf_ C-M 77 -85 F-J 1425 -623 in each row to avoid splitting. y s,+ . 4�ar M-D 1313 -755 J-G 474 990 4"o.c,spacing of nails perpendicular and parallel to ,� r grain required in area over bearings greater than 4" ` `�',• `.� D-L 756 -1559 G-I 775 328 E-L 2977-1 No 0 -1 8 ^ 9 Special Loads y --(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 56 plf at -1.00 to 56 plf at 7.06 .. TC-From 28 pif at 7.06 to 28 plf at 10.67 ` w TC-From 56 plf at 10.67 to 56 plf at 21.33 1 STATE OF �f BC-From 4 plf at 1.00 to 4 plf at 0.00 • Q t *•R BC-From 20 plf at 0.00 to 20 plf at 7.06 ^, BC-From 10 plf at 7.06 to 10 plf at 12.00 40� *r fib' BC-From 10 plf at 12.00 to 10 plf at 21.33 .+ ` BC-2251 Ib Conc.Load at 7.06 1f4"J., J � AN BC-1027 lb Conc.Load at 9.06 d fY.p,f f' fi ti t tA� BC-1032 lb Conc.Load at 11.06,13.06,15.06,17.06 SERIAL e: 19.06,20.60 7f 00 00 0100 00 01 4b ee Sc d 1 ca 99'Ic 1`0 36 Tbls Item has been claeuanLA,,sisna'd and scaled by Maaual mwtinax, ?F.1%L•Uc.ad 7IS21 an ttla data,shaven above ving a SMA•1 authentiratfan cede. -WARNING** READ AND FOLLOMd�kk1cd114kTfrrScQNnFkdlFaDlc�WJF1G4�anaaane:cakd `*IMPORTANT- FURNISH THIS DRAWING TO#tUlc€sONaTRAGxTGDRSa4CLWD4NCodlhllarAUSiFdr,LLERS Trusses require extreme care in fabricating,handiin shippingyim3talling 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 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 drawings-160A ,fbr sgandard pWe positfons: 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 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 q-awing 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:wAwsbcindust .com'ICC:w. .iccsafe.or r t f Job Number: 136DCS100 Ply:1 SEQN:746014/T3/COMN 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 2 FROM:AH �DRW: Truss Label: L01 Wgt:36.4lbs .. ! ... 1111 D11 6 5' 10, 5' 5' 4 p C=4X6 T 2X4(A1)B =2X4(A1) N tse A FF E 1 III ZX4 1f� 9.9118Al 1i'p 1' 5' 1' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSl 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): 0.013 F 999 240 B 433 /206 /272 /- /79 13.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.029 F 999 180 D 433 /206 1272 /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.004 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.010 F - - B Min Brg Width Req= 1.5 .0 Mean Height:15.00 ft Code/Misc Criteria CreepFactor:1.5 D Min Big Width Req= 1.5 NCBCLL: 0 TCDL:4.2 psf Bearings B&D are a rigid surface. SSoffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.195 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.219 PI P Forces Per Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.080 Maximum Top Chordy(Ibs) Loc.from endwall:not in 4.50 ft 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 482 -653 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 482 -653 D-E 19 0 Lumber Value Set:13B(Effective 611/2013) Maximum Bat Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp. - Bat chord 2x4 SP#1 B-F 590 -363 F-D 590 -363 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 C-F 209 -31 Member design based on both MWFRS and C&C. Left and right cantilevers are exposed to wind }1il11111111iAl �,poea•�,�y� its 047162 STATE .'+ IONAlow X t M w•} �wJ1 ,�. SER(AL!. 7(04 00 0100 00 014b&Sc d1 ca 99 It f0 Bb This Item Etas beers slaetranlutly stanad snd zaalcd by fAa,uecl MarHncr�, Pf.pL.Mc.9a77B21 en the Cabe shown abuve a Ing a SHA,1 authen Citation code- "WARNING— READ ANDFOLLO,d14d1LFcr{1l&bYtr�t(kNnFddd6Fc61�a9WJ�1fd4gredarezralad -IMPORTANT— FURNISH THIS DRAWING TOiALf e€QNIRA--&EidR£idi4"WkitNrnaHEANSiEALLERS Trusses require extreme care in fabricating,handlin shippingyinstalling 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 sheathin and bottom chord shall have a properly attached ri9id celling� Locations shown for permanent lateral restraint of webs shall have'bracln ins?ailed per BCSI sections B3,B7 or B10, asappiieable AppWrotatesto"eactTfaze>oYtrvrssand°pasitiort as�sttownatwvearrdon'�ive3oirretaits;^oniessnotedothervvise` k2eferto " drawings 16OA-Z for sttandard 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/fPI 1,or for handling shlpping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of pro)esstonal engineer'mg responsibility solely for the design shown. The suiiablilty and use of this drawing 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 patle and these web sites: ALPINE:-wrw A ineitw.com'TPI:vmw.t inst.or;SBCA:www.sbdndus .com•ICC:wwvw.iccsafe.or I Job Number: 136DCS100 Ply:1 SEQN:746031/T5/HIPS 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:AH DRW: Truss Label: L02 Wgt:44.8 Ibs .. / ... 11/10/16 3' 7' 10, 3' 4' 3' 12 4 C=5X6 In 4X4(A2) B ���4X4(A2 ) t3 s A F r HH GG 1112X4 =3X4 11A 9'9"8 3'1"12 3'6"12 313118 1' 3'1"12 6'8"8 10, 1' 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 1 W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.031 G 999 240 B 635 /268 /- /- ,!- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): D.069 G 999 180 E 635 /268 !- /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 G - - Wind reactions based on MWFRS EXP:C HORZ TL 0.021 G - - B Min Br Width Re 1.5 Des Ld: 37.00 ( )� g q= Mean Height:15.00 ft Code I Misc Criteria CreepFactor:1.5 E Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:42 psf Soffit: 2.00 BCDL:5. psf Bldg Code: FBC 2014 RES Max TC CSI: 0.236 Bearings B&E are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.325 Maximum Top Chord Forces Per Ply(Ibs) Rep Factors Used:Yes Max Web CSI: 0.066 Spacing:24.0" C&C Dist a: ft Chords Tens.Comp. Chords Tens. Comp. Loc.from endwawall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): I A-B 19 -14 D-E 497 -1334 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402,19 B-C 496 -1342 E-F 19 -14 Lumber C-D 453-1295 Value Set:13B(Effective 6/112013) op chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Tot chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP#3 B-H 1255 -456 G-E 1248 -457 Lumber value set"1313"uses design values H-G 1278 -454 approved 1/30/2013 by ALSC r Special Loads Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 55 plf at -1.00 to 55 plf at 3.00 C-H 168 0 G-D 174 0 TC-From 27 plf at 3.00 to 27 plf at 7.00 C-G 17 0 TC-From 55 pif at 7.00 to 55 plf at 11.00 t`` 11010110,1 to BC-From 4 pif at -1.00 to 4 pif at 0.00 � BC-From 20 plf at 0.00 to 20 pif at 3.03 BC-From 10 plf at 3.03 to 10 plf at 6.97 �tio` +.• � s'+,'K BC-From 20 plf at 6.97 to 20 pif at 10.00 '�+ ,! BC-From 4 pif at 10.00 to 4 plf at 11.00 TC- 100 lb Conc.Load at 3.03,6.97 Z NO 047182 . TC- 63 lb Conc.Load at 5.00 $"> z BC- 120 lb Conc.Load at 3.03,6.97 BC- 50 lb Conc.Load at 5.00 + '� Wind 1 .`. STATE OF Wind loads and reactions based on MWFRS. 1�.0 W+. _44 Left and right cantilevers are exposed to wind "0 r00 «. * SERIAL.#: 7f 00 00 0100 00 01 db 8e$c d1 ca 491c f0 36 Tills item has beer.ckttraM1lcafly s(yecd one scaled ty Maneel M.rtinzc, PF.ISL.Lfc.pAJ1e1t cA ItIC Catc ZAawM1 itm4e Lzltlg a SHpl authcrtiratlencade. "WARNING" READ AND FOLLO}�Unt4klc{11&kFG�sf�NaFkdL6WJF1Ggnceane=rates "IMPORTANT" FURNISH THIS DRAWING TOdAUto UlaA- :5iQ26 1t(di rotiiT44Fa4NSiFAL-LERS Trusses require extreme care in fabricating,handlin shippingyiinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an r�SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporaryry bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigid ceilin . Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. App�y pplates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Defer to drawings,180A Z,f&r standar&plete,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 pa e, listing this drawing indicates acceptance of processional 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 intorrnation see this job's general notes page and these web sites:ALPINE:www.al ineitw.com•TPI:www.t inst.or:SBCA:wµv.sbcindust .com;ICC:www.iccsafe.or T i , V 71 Job Number: 136DCS100 Ply:1 SEQN:675899/T11/GABL 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:AH DRW: Truss Label: MGE Wgt:28.0lbs / ... 11/10/16 3' 5' 5'10"� 2 E 12 D T 4 p C n N t` =2X4(A1)B N A F H G 6' 3' 2' 10"4q 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 /40 161 /- /17 172.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.003 H 999 180 Wind reactions based on MWFRS t Ca tegory:II BCDL: 10.00 RiskSnow Duration:NA HORZ(LL):-0.002 D - - B Min Brg Width Req= - EXP:C HORZ(TL):-0.003 D Bearing B is a rigid surface. Des Ld. 37.00 Mean Height:15.00 ft 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: 0,163 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.055 Chords Tens.Comp, Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.085 A-B 19 0 C-D 12 -98 Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: B-C 14 -179 D-E 6 -19 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.01 B4O614.20 Maximum Bot Chord Forces Per Ply(lbs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/112013) B-H 275 -25 G-F 289 -27 Top chord 2x4 SP#1 H-G 285 -26 Bot 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 285 -134 E-F 49 -19 Plating Notes D-G 249 -83 All plates are 2X4 except as noted. Wind � >llill�ttf�'� Member design based on both MWFRS and C&C. �A Right end vertical not exposed to wind pressure. Additional Notes �� See DWGS Al6015ENCI01014&GBLLETIN1014 for � No 047182 gable wind bracing requirements, a * �� ✓... w � #.w s914TE OF OR �x ri � �N SEftfAt.�: 7f 00 00 01 00 00 01 4b 6e Sc d 1 ca 99 tc(0 36 This ite hat Guers cicermnlvVr siynec and saated GY mp­Ivartinor, FF.I.L.Ui.0471821 cn tn6 daft SAcwn abnve Wnq a 5HA+1 authentication cado- "WARNING— READ AND FOLL011dn7dkWACbTE.SsR1\InThd6FzRR"JNGbgnce and zcaled `*IMPORTANT" FURNISH THIS DRAWING TC)ih lloWNZRAfl'EGRSAW,.ItWDINOvd[MlvAUSiALLERS Trusses require extreme care in fabricatin ,handling shippingyit*taII1ng and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI andg SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing Ter BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attacheSriggld ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as appiicabte: Ap ates10"eantr face ortrossand^positiorr"as°sttowrrabove and ort the lo4nTDetails; untes9 noted ntttennise. �Fetertor drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss to conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this grawing or cover pa e, listing this drawing indicates acceptance of provessional engineer'inq responsibility solely for the design shown. The suifabtfity 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:w,aw.sbcindus .corn;ICC:www.iccsafe.or Job Number: 136DCS100 Ply:1 SEQN:622339/T1/SPEC 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 4 FROM:AH DRW: Truss Label: M1 Wgt:25.2lbs / ... 11/1D/16 �4X4C 12 4 � N =2X6 N _ 2X4(A1)B �5 A 07 7"4 �- 1112X4E 5'8"8 1' 518118 $♦ 31-1 t 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):-0.023 E 999 240 g 293 1126 /218 /- 1101 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.030 E 999 180 D 214 /114 /137 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.009 E - - Wind reactions based on MWFRS EXP:C HORZ(TL) 0.012 E B Min Brg Width Req= 1.5 Des Ld: 37.00 Mean Height:15.00 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 D Min Brg Width Req= 1.5 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.373 Bearings B&D are a rigid surface. Soffit: 2.00 BCDL:5.0 psf g Bearing B requires a seat plate. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.209 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.325 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:16.01.01 B.0614.20 A-B 19 0 B-C 52 -131 Lumber 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 B-E 90 -178 Webs 2x4 SP#3 :Rt Bearing Leg 2x4 SP#3: Maximum Web Forces Per Ply(Ibs) Lumber value set"1313"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC D-E 102 -36 C-D 1340 -640 Wind Member design based on both MWFRS and C&C. 6ii@i,rF• A �y. No 047182AA �- R � STATE y^�*y 3C11 OF •pia. f SERIAL z: 7f 00 00 0100 00 01 gib 6e Sc d 1 ca 9S is f0 36 Thlr and—iea ty Manual Martinez, PE t:L.UC.04:71E2tdot11oda1—KQWn2b-c uang a5NA-1 authmtkaticn mdc.. "WARNING" READ AND FOLLO}l &1,4iQTPLS akTMaCR"JNGL,g.andseakd "IMPORTANT`* FURNISH THIS DRAWING TOAb6GGflNZRAG-,E RiSM4"WD1NGGdTHFnANSi ALLERS Trusses require extreme care in fabricating,handlin shippingpinstalling 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 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 Join f Details, unless noted otherwise. Defer to _ drawings t60A=Z'forspandardplate'postttons 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 g PI 1,or for handling shipping,installation and bracing of trusses.A seal on this rawing or cover pa e, listing this drawing indicates acceptance of professions engtneer'tng 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: wewv.t inst.or;SBCA:w .sbcindust .corn;ICC:vmmiccsafe.or 7 ) Job Number: 136DCS100 Ply:1 SEQN:746065/T35/VAL 1 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:AH DRW: \ Truss Label: VI Wgt:56.0lbs / ... 11/10/16 5'11"8 9'11"8 11'6" \ 5118 4 168 C=4X4 D 1112x4 12 6 1112X4 t3 ! N [V i A 3X4(D1) ri E G 1112X4 F 1112X4 1112X4 11'6" I 5'11"8 4' 1'6"8 9'11"8 + 1'I'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 Udefl U# Lac R /U /Rw /Rh I RL 1 W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.032 G 999 240 A` 76 /32 /48 /- /14 /138 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.050 G 999 180 Wind reactions based on MWFRS BCDL: %00 Risk Category:II Snow Duration:NA HORZ(LL):-0.012 G - - A Min Brg Width Req= - EXP:C HORZ TL 0 015 G - - Bearing A is a rigid surface. Des .00 Mean Height:21.48 ( )• NCBCLL: 10.00 ft Code I Misc Criteria Creep Factor:1.5 TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.285 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 2.00 BCDL:5.0 psf Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.205 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.105 A-B T7 -183 C-D 40 -19 Loc.from endwall:not in 9.00 ft FT1RT:20(0)110(0) Mfg Specified Camber: B-C 41 -68 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15,01,01,0402.19 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/112013) A-G 216 -55 F-E 223 -57 Top chord 2x4 SP#1 G-F 223 -57 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC B-G 354 -321 D-E 69 -43 Wind C-F 161 -118 Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Additional Notesg1 � , See DWG VAL160101014 for valley details. A rw •' 31. STATE OF 1 'h l a P er � Uel Y �• BU i . ,. +. eA NAL w � SERIAL.C: 7f000001 00 00 011 41ble6cdt ca99isto3$ Thil ICCm haS teen elett[anirsi?r xtyneC snd scaled bk MNli"cl ktartma; - FF.I?L.Lie.04-71821-an tte dstr shswn,txlV.sr.3ng a SHA•1 iU t}ICFC3CaFICF1 CSCC_ "WARNING" READ AND FOLLO { ct�LFc 14kTlriScQNnFkdlFc4}1 WAMCn4gnccand-led "IMPORTANT" FURNISH THIS DRAWING TQALILCQNIRA- :Ifu RSO4C 1WDWGidT-"m4NSntTAkLERS Trusses require extreme care in fabricating,handlin shippingylelstalling 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 temporarryy bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly attached ngId ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as-apphcabg,.e* tppty lates•taeachsface^otrvssand^position^'as,showrrabcve°arTd clrthe JoinDetails,'urdessvnoted"otherw&s � {�efert&' drawings 16OA-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 shippinwq installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing,indicates acceptance of protessional engineering responsibility solely forthe 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 lob's general notes page and these web sites:ALPINE:www.at ineitw.com;TPI:www.t inst.or L SBCA:www.skidindustry.com ICC:www.iccsate.or Job Number: 136DCS100 Ply:1 SEQN:746067/T32/VAL 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:GM DRW: Truss Label: V2 Wgt:44.8 Ibs / ... 11/10/16 3'11"B 7'11"B 9'6" 3'11"8 4' C=4X4 D 1112X4 12 6 p 1112X4 6 C N_ [V th =3X4(D1) AFi 1 aw E G 12X4 F 1112 4 1 2 4 9,6" 311"8 4' r 3'11"8 I 7'11"B �" g.6• 'll 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):-0.009 G 999 240 A* 76 131 /46 /- /13 /114 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.011 G 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.005 G - - A Min Brg Width Reg= - EXP:C HORZi ft L:-0.006 G - BearingA is rigid surface. Des Ld: 37.00 � ag Mean Height:21.98 ) NCBCLL: 10.00 TCDL: 2 psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:5.0psf Bldg Code: FBC 2014 RES Max TC CSI: 0.200 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.110 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 It Rep Factors Used:Yes Max Web CSI: 0.095 A-B 63 -160 C-D 43 -20 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: B-C 44 -62 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp. Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) A-G 168 -46 F-E 179 -49 Top chord 2x4 SP#1 G-F 179 -49 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"13B"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC B-G 318 -256 D-E 74 -43 Wind C-F 181 -131 Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Additional Notes � 1i Aplill� #J.* See DWG VAL160101014 for valley details. 'r..r •�Fo,IAP t��a 047182 ?rr p •�i 'i1V O .A% STATE OP NAli- r � V SERIAL At: ?f 00 00 0100 00 01 4b Be Sc d1 ca 99 is f0 36 This item ha:tech etearanlcafN signed snd. Iaa ty mnnuat Ftartlner, ?E t:L.'IC.447ie11 en the dAW Shawnabo Bing a SHA,1 author[Y.atlon lade. **WARNING** READ AND FOLLO..W6naFcjhLaT6S-Q0UjM6S<{3RAK1!N.Glgnec and stalcd —IMPORTANT** FURNISH THIS DRAWING TO AbicC7ONZRAi&-UGdRS izWaINGdT-NE-AMtT-AL-LERS Trusses require extreme care in fabricating,handlin shippingpk9stalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an�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 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 Joint Details, unless noted otherwise. 12efer to drawings^1'80X-,2'tbr sY.9 fdatd"platz'posifibhs.', 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 ANSIf9 PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e, listing this drawin indicates acceptance of protessionq engineering responsibility solely for the design shown. The suitability and use of this Or-awing 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:vww.sbdndust .=m'ICC:www.iccsafe.or ' Job Number: 136DCS100 1 Ply:1 SEQN:746069!T34/VAL 4EFB-Flora"D"OL OW/DR Horton 14EFB-Flora"D"OL OW Qty: 1 FROM:GM DRW: Truss Label: V3 Wgt:33.6 Ibs ( ,,. 11(10116 L 5'11"8 7'6" i \ B=4X4 12 g � C 1112X4 N =3X4(D1) A v D E 1112X4 1112X4 7'6" 611"8 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 U# Loc R /U /Rw /Rh I RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.055 E 999 240 A' 76 /30 /44 /- 112 /90.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0,067 E 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.016 E - - A Min Brg Width Req= - EXP:C HORZ TL:-0.019 E Bearing A is a rigid surface. Des .00 Mean Height:22.48 ( ) NCBCLL: 10.00 ft.2 TCDL:4 psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL: . psf Bldg Code: FBC 2014 RES Max TC CSI: 0.355 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.259 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.076 A-B 64 -63 B-C 43 -16 Loc,from endwall:not in 9,00 It 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. Chards Tens. Comp. Lumber A-E 136 -44 E-D 136 -44 Value Set:138(Effective 6/1/2013) Top chord 2x4 SP#1 Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 SP#1 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4 SP#3 Lumber value set"138"uses design values B-E 254 -183 C-D 77 -40 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Additional Notes y'1 A See DWG VAL160101014 for valley details. No 041182 • O 6 r y ± O NM .� S T +fi �yr Y.fY Nam# �C3�~ SERIAL ft: 7f 00 00 0100 00 01 4b 6e U d1 ca 991c 10 36 This item has baar, ituronlcslfy c(gacdsnd x alad by Manuti martinet, ' ?E FL.Ltc.as ri92f cn the cat,shown above using a sHA-i aiitncntkatlan totfa. -WARNING— READ AND FOLLOI�Allcf{ll&kTGS�kNnFkdb&1�a9WdEVCabgncaaneualcd —IMPORTANT" FURNISH THIS DRAWING TCbAa j6GGNZRA�7GdRSAWatldLlll GdTHEwa*4fi ALLERS Trusses require extreme care in fabricating,handlin shippingyinstalling 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 sheathin and bottom chord shall have a properiy attached riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insyalled per BCSI sections B3,B7 or 810, as appii�ble:' Apply plates°to'each^face'oftrussand•posftiorruas'showrr•above^andon the°loinfQetails;''unlessnoted ottrermise: Referto' drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Building1 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 shippingg,installation and bracing of trusses.A seal on this drawing or cover pa e listing this drawing,indicates acceptance of provessional engineering responsibility solely for the design shown. The suifabllity and use of this dawing 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 .corn:ICC:www.iccsafe.or Job Number: 136DCS100 Ply:1 SEQN:746071 I T36I VAL 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW City: 1 FROM:GM DRW: Truss Label: V4 Wgt:25.2 Ibs / ... 11/10/16 3'11"g 5'6" 3'11"g 1'6"8 12 B=4X4 TC 1112X4 N =3X4(D1) T A 1 D E III2X4 1112X4 5'6" 3'11"B 1'6"8 3'11"8 5'6" 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):-0.019 E 999 240 A` 75 /29 /41 /- /10 /66.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.022 E 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.006 E - - A Min Brg Width Req= - EXP:C HORZ(TL):-0.007 E - - Bearing A is a rigid surface. Des Ld: 37.00 Mean Height:22.98 ft 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: 0.177 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.134 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.057 A-B 47 -40 B-C 46 -16 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. Chords Tens. Comp. Lumber A-E 88 -36 E-D 88 -36 Value Set:13B(Effective 6/112013) Top chord 2x4 SP#1 Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 SP#1 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4 SP#3 Lumber value set"l3B"uses design values B-E 192 -133 C-D B4 -41 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes ti4II19.1 /td p1 See DWG VAL160101014 for valley details. No 047182 w STATE OF SERIAL C: WOO 00 01 00 00 01 4b 6e Sc d1 ca 99 1c f0 36 RJsteem hat hecr.alaaraniziliy sgnce and caalec by imo lA'artiney Pt.I-L.M.047181 t en ter cite Shawn about using z 5HA•1 avthcati:athncadc. "WARNING" READ AND FOLLO)/MALlc;{CgFS akTWaPR 1JNG6gncaandz-kd "IMPORTANT" FURNISH THIS DRAWING TC)deldl G.GNIRAf:3G RSd Nwl1WD?NGd-NrmgNstTALLERS Trusses require extreme care in fabricating,handlin shippingpitnstalling 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 B3,67 or B10, as applicable. Apply plates to each face.of truss and position as shown above and on the Joint Details, unless noted otherwise. Nefer to drawings 160A-Z�for.siandard.plateaposihons, 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 g PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa '. listing this drawing indicates acceptance of pro)essional 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:w.wsbcindus .com;IM vAm.iccsafe.or T Job Number: 136DCS100 Ply:1 rEQN:746073/T33/VAL 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 ROM:GM F W:Truss Label: V5 Wgt:16.8lbs / ... 11/10/16 1'11"8 3'6" I \ 1'11'T } 1'6"8 12 6 B=3X4 • =3X4(D1) A =3X4C(D1) T 3'6n _l 3'6" J r� 3,6n Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/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 Udefl LI# Loc R I U I Rw /Rh I RL 1 W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.004 999 240 A- 75 124 /37 /- 17 142.0 BCLL: 0,00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.005 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 - - A Min Brg Width Req= - ( )t EXP:C HORZ ft TL 0 001 - - Bearing A is a rigid surface. Des Ld: 37.00 Mean Height:23.48 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: 0.054 Maximum Top Chord Forces Per Ply(1bs) Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.054 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 173 -127 B-C 179 -134 Loc.from endwall:not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(lbs) Wind Duration:1.60 WAVE VIEW Ver:15,01.01.0402.19 Chords Tens.Comp. Lumber A-C 123 -129 Value Set:138(Effective 6/1/2013) Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC t Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. 'fib.•' °'• a4 r STATE OF ° w i �Y• � � 11M Y b s �a s4 �t�jky fi�rjly{if#��14��t1 SERIAL#: 7f 00 00 0100 00 01 4b Be Sc d1 ca 99 1e 10 36 This iten has been t learonl"vy s(yned sad scaled by tAanucl?A.'Mes, PS I>i.IX 041I S21 en thr Cal,shaven above m;inq a SHA-1 authentkatinncade. —WARNING— READ ANDFOLLO."4t#c4i1LITfLSJDkHTH6%Di1?"JNG6gnecandsrs4cd —IMPORTANT** FURNISH THIS DRAWING TQdMlule€AN�EtGxT6df�6dlV£vlttdalitJCadTM��IEJ�iF�tLLERS Trusses require extreme care in fabricating,handlin shippingyiestalling 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 tempora bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proPpE% attached rigid ceiling. Locations shown for ppermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, asapplicablev° App ' atesto'each°fate'oFtrGss°andpositttm'asshrnrmabove°andowthe�Join Detaits, untesvnoWd-othenvise:,,. Iiferrto* ' 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 drawin any failure to build the truss in conformance with ANSI/TPI 1,or for handling ship ,installation and bracing of trusses,A seal on this d9rawing or cover page listing this drawingg indicates acceptance of pro essiona� engineer'mg responsibility solely for the design shown. The suitability and use of this c1rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more infomiaflon see thislob's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.or;SBCA:www.sbcindus .corn'ICC:www.iccsafe.or Job Number: 136DCS100 Ply:1 SEQN:746020 I T25 I EJAC 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 19 FROM:AH DRW: Truss Label: EJ7 Wgt:23.8lbs ! ... 11/10116 C 12 6 M O lr) co V 2X4(A1)B A D 7' 1 7, 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): NA B 336 1117 /257 /- /170 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 127 /21 /102 /- / /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.022 D - C 171 /131 /85 /- !- /1.5 EXP:C HORZ(TL): 0.031 D - Wind reactions based on MWFRS Des Ld: 37.00 Mean Height:20.00 ft g Code/Misc Criteria Creep NCBCLL: 10.00 P Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf BldgCode: FBC 2014 RES Max TC CSI: 0.533 D Min Brg Width Req= - Soffit: 2.00 BCDL:5.0 psf - P C Min Brg Width Req= Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Sid: 2007 Max BC CSI: 0.368 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 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) Wind Duration:1 8 WAVE VIEW Ver:15.01.01.0402.19 Chords Tens.Comp. Chords Tens. Camp. Lumber A-B 27 0 B-C 77 -160 Value Set:13B(Effective 611/2013) Maximum T esComptrd Forces Per Ply(Ibs) Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Lumber value set"1313"uses design values B-D 0 0 approved 1/30/2013 byALSC r Wind Member design based on both MWFRS and C&C. t$�titpl<#ip3dl��ot! � s � No 047162 w � � STATE OF .01 t:lT� 9l�iit�4 SERIAL 9=- 7f 00 00 0100 00 01 4b ee Sc d1 ca 991c f0 36 Thls itam ttas ben elactronlcsfty&tpad and waled by Manc-cl Martinar, PF.lit.nc.ga71 B2}cn tcc daDr sF.awn ahavn�zinq a SHk3 autiinn[t:athn cads **WARNING** READ AND FOLLO,"tQLlcjjQTFtSdGb6Tkd(eFcCdMWal`1`G61nae and sa.icd —IMPORTANT" FURNISH THIS DRAWING TCI.Akl C-.GNaZRAe3G RSANGltWiDiNGdT-H E�USiFALLERS Trusses require extreme care in fabricating,handlin shippingpimstalling 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 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.positicnsr, 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 1,or for handling shipping,installation and bracing of trusses.A seal on this rawing or cover page, listing this drawing indicates acceptance of proessiona engrneerrn 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. Far more information see this job's general notes page and these web sites:ALPINE:wmnv.al ineitw.com•TPI: www.t inst.or'SBCA:www.sbcindus .com'ICC:www.iccsafe.or Job Number: 136DCS100 Ply:1 SEQN:746024/T8/EJAC \ 4EFB-Flora"0"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 3 FROM:AH DRW: 12 Truss Label: EJ3L Wgt:12.6 Ibs / ... 11/10/16 77 4 C T 2X4(A1) B M ,7F A ti D 1�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 Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7,00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 187 186 /149 /- /57 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT TL:NA BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.003 D - C 63 143 /26 /- /- /1.5 Des Ld: 37.00 EXP.C HORZ(TL):-0.004 D - Wind reactions based on MWFRS Des Ld: : 37.00 Mean Height:15.00 ft Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf D Min Brg Width Req= - Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.159 C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TP)Std: 2007 Max SC CSI: 0,077 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)110(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 19 0 B-C 20 -62 Value Set:13B(Effective 6/1/2013) Maximum Top chord 2x4 SP#1 CChords T B st Chord Forces Per Ply(Ibs)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. Left cantilever is exposed to wind 1�t��,tpi�i 11 d�da)f'�rO E iv No 047182 ��,r�;rra*♦ • .. .-:0 STATE O� AL � �► SERIAL.0. 7f 00 00 0100 00 01 4b 8e Sc d i ca 991c I'0 36 this.item hoc beer.¢leeuanitntly srynae one scales by tnan¢cI maininet, PF.I:t.tic.0471021 en inn eats zhawn ab-t L+,ing a SHA•1 a4th.nikatlnn coda **WARNING— READ ANDFOLLO,"hlflc,¢1LaTiixSdc2iJ-nThd6sc meuakd **IMPORTANT** FURNISH THIS DRAWING TCwkk.C�GNaW-.RA--UGRS&,igitW.B4MG:iU4F..4Mi ALLERS Trusses require extreme care in fabricating,handlin shipping.,)irostalling 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 temporarryY bracing er BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a pro erly attache Srigid ceilin Locations shown foyermanent lateral restraint of webs shall have bracing?insalled per BCSI sections B3,B7 or�10, as•applica e:- Pipe atestoleach•facelo trussrand,position,as shcwm'abyove*arid'orr'tffeJoin'Detaiis;,'urtlessnoted''otherwise:"-{2eferto°<, drarrings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawingg any failure to build the truss in conformance with ANSI PI 1,or for handling shippingg,installation and bracing of trusses.A seal on this rfYawing 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 ANSIlTPI 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.sbcindus .com;ICC:wwwiccsafe.or t Job Number: 136DCS100 Ply:1 SEQN:746021/T22/JACK 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 6 FROM:AH DRW: Truss Label: BJ5 Wgt:16.8 Ibs / ... 11/10/16 C 12 6 tQ o LO M 2X4(A1) B T A D 1 51 51 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg.Pf in PSF) Def1/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): NA B 263 /123 /208 !- /155 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 90 /17 /70 /- /- /1.5 EXP:C BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.010 D C 119 1115 /58 /- /- 1 1.5 Des Ld: 37.00 Mean Height:19.50 ft HORZ(TL):-0.012 D Wind reactions based on MWFRS NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.329 D Min Brg Width Req= - 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 Spacing:24.0 C&C Dist a:3.00 ft P Factors Used:Yes Max Web CSI: 0.00o Bearing B is a rigid surface. " 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 53 -126 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#1 Chords Tens.Comp. Lumber value set"1313"uses design values B-D 0 0 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. - '• No 04!182 a ie! Sla STATE OF W ~ i � SIP r Y 1, ONA&/ , SEF(AL t: 7f i00 00 0100 00 01 4b 8e Sc d t ca 991C f0 06 1TIs Itenha.bccr,aktiranlz liy st^yned snd ualcdby Manucl Martinet. 2E(;L.n[.0472112T.on tfiaia o Shawn above L5411a a SHA-1 authenttraFicn Cade **WARNING** READ AND FOLLO.,"&Uc$k0_TES.01AnTAI6%@I?AWJNGa61aneeand waled —IMPORTANT— FURNISH THIS DRAWING Tadkb6G.GNaZRA$-UiDR64NFu4tWiDi Gdt,YF.,ANStTAkLERS Trusses require extreme care in fabricating,handlin shippingyinstalling 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 attached per Ic ceiling.Locations shown for permanent lateral rests la nt lof webs shall have bracingthnsta and bottom per m c sectional have oreBl rly as applicable. Apply pplates to each face ofptruss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A Z fb"arTdard-platzpositions,....- 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 9 PI 1,or for handling shipping,installation and bracing of trusses.A seal on this grawmg or cover page, listing this drawing Indicates acceptance of processional 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.l inst.or'SBCA:www.sbcindust .com'ICC:www.iccsafe.or Job Number: 136DCS100 Ply:1 SEQN:746022/T23/JACK 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 6 FROM:AH DRW: Truss Label: BJ3 Wgt:12.6 Ibs I ... 11/10/16 C 12 6 o LO r- r. 2X4(A1) B c>7 CV 43 A D 3' 3' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl1CSl 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): NA B 193 195 /162 /- /101 /5.5 BCLL: 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 /- /- 11.5 Des Ld: 37 EXP:C.00 HORZ(TL):-0,004 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height:19.00 ft Code f Misc Criteria Creep Factor.1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf D Min Brg Width Req= - Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.183 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: 0.075 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)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): 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 29 -110 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. r� S No 047182. STATE w � 4 it SERIAL>. 7f 00 00 0100 00 01 4b ee 5c di ca 991c f0 34 Thls iten has tetr.tltctraniuVy+l-sneE snd..I.d by M....I mwtin94 ?E i:i..uc.d17182}En lStc eit.•sAowR aha4e<sSny a SHA=r � 1EittiEri[{taLl[ifl tSCt. "WARNING" READ AND FOLLO, S,ALlejkQTFr..&akTAil&6&9.WslFGkgncd and staled "IMPORTANT" FURNISH THIS DRAWING TCkALlleC(dNZRAGTG RS4N iAiWLllNGd IdEWNSi ALLERS Trusses require extreme care in fabricating,handlin shippingvietstalling 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 temporarryy bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rlqid 'I in Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910, as a.;icabe °Appljrptatesta each face of'truss and position-as showwabove and'orr�the�Join�Details;s unless noted�otherwisee° keter°4o� drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buitdin Components Group Inc.shall not be responsible for any deviation from this drawing any failure to build the truss In conformance with ANSI9 PI 1,or for handling ship ,installation and bracing of trusses.A seal on this drawing or cover pa e, listing this drawing indicates acceptance of pprofessional 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�a e and these web sites:ALPINE:waw.al ineitw.com;TPI:ww.v.t inst.or:SBCA:wwmsbcindust .com;ICC:vrww.icesafe.or Job Number: 136DCS100 Ply:1 SEQN:746023 I T24 I JACK 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 6 FROM:AH DRW: Truss Label: BJ1 Wgt:11.2lbs / ... 11/10/16 12 6 C 2M(A1) B M o LID � r 4"3 c �- A D 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 Udell U# 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 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D C -14 /29 127 /- /- /1.5 EXP:C HORZ TL: 0.001 D - Wind reactions based on MWFRS Des Ld: 37.00 Mean Height:18.50 ft ( ) B Min Br Width Re 1.5 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 9 q= TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.171 D Min Brg Width Req= - Soffit: 2.00 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: 0.016 Re Factors Used:Yes Max Web CSI: o.000 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft P Loc.from endwall:Any FT/RT:20(0)110(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 -19 Value Set:13B(Effective 611/2013) Maximum Sot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Bat chord 2x4 SP#1 Chords Tens.Comp. = Lumber value set"1313"uses design values B-D 0 0 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and CBC. No 04718� Y J+i � /c�!r STATE OF (J 10, OVAL SERIAL 9: 7f 00 00 0100 00 01 4b 6e Sc di ca 991c(0 3$ rhls item haz Gcen ckcuanicsliy z�nca snd scales ty IAam:el tAartlncy ?E I.`L.LiC.9471821 en the Gate shown above cling a 5HA•1 autlfen[tsaCton code. —WARNING" READ AND FOLLOyM&Lctl)LCbTEuSjab6TWLFtDJRAMFJQ6pedendscaicd "IMPORTANT— FURNISH THIS DRAWING TCbA66C,.3NZRAC.-EGRc8ekNQhWDI Gd-ENralNSFAL-.LERS Trusses require extreme care in fabricating,handlin shippingyittstalling 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 rigbd ce-Iin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 810, as applicable. Apply plate.to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to drawings 160AzZ,fof standard'p(ate'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 professional engineering responsibility solely for the design shown. The suigability 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:wwa.icosafe.or 1 \ { Job Number: 136DCS100 Ply:1 SEQN:746025/T30/JACK 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 4 FROM:AH DRW: Truss Label: BJ1L Wgt:11.2lbs / ... 11/10/16 12 �. 4 U::�- � C 2X4(A1) B A D i 1� I 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 Udefl U# Loc R /U /Rw /Rh /RL !W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 132 /100 /131 /- /30 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 12 /10 /19 !- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 D - C 3 120 /22 /- /- /1.5 EXP:C TL HORZ 0.000 D Wind reactions based on MWFRS Des Ld: 37.00 ( ) Mean Height:15.00 ft Code I Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 NCBCLL: 10.00 p TCDL:4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.160 D Min Brg Width Req= - Soffit: 2.00 BCDL:5.0 psf - p C Min Brg Width Req= Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.016 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: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:15.01.01.0402.19 Lumber A-B 17 0 B-C 16 -7 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. Left cantilever is exposed to wind No 04718 � QYY y inp � s TSM STATE O 7f 00 00 0100 00 01 lb Se U d1 ca 9916 f0 36 rhk item figs Gorr.cMctsanlutJr:ined�Ind.eased by Manual Mart€nc{, PE IrL•Ue.a471921 en tow dab,shown abnus rising a SHA-1 authert€tatfnn cads —WARNING— READ AND FOLLOMlit4tik#�{1lk�FxS oftLFnThd6Fe&2t�a9VVdLdCd4gnedandsca€ed —IMPORTANT" FURNISH THIS DRAWING TOAkl6C,.GNZBA&-5 RSdNGIttdLllNGa—Mrau NStTAkLERS Trusses require extreme care in fabricating,handlin shippingpinstalling 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 temporarryy bracing per BCSI..Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro eriy attached rlgid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insyalled per BCSI sections B3,67 or B10, as'applYcabie'.^'App lates..�•eactrfece�o t�ssafsd•position'as'sh'own�aboveandorrthe�:Jotr�Deteits;-unlessnotesiothenvRse:- (tefertcr 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 draping,any failure to build the truss in conformance with ANSI/ PI 1,or for handling shippingg,.installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engmeenno responsibility solely for.the design shown. The sui ability 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;TPL.wvwt.t instor;SBCA:www.sbcindus .com•[CC:www.icesafe.or Job Number: 136DCS100 Ply:1 SEQN:746027/T31/HIP_ 4EFS-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 3 FROM:AH DRW: Truss Label: CJ7 Wgt:42.0 Ibs .. 1 ... 11110116 1 i I 6'3"12 f 6'3"12 T 3,6„5 j D I 4.24 12 g3X4 C J � - I a_ I i C) HB 3 2X4(Al)B T 43 A 13 =5X6 F E III2X4 �- 1'5" 67' 3'1"5 6"1 6'2" 9'3"5 9'1 C141 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 Udell L/# Loc R I U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160mph Pf:NA Ce:NA VERT(LL): 0.014 G 999 240 B 330 /248 /- /- /- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.034 G 999 180 E 389 /222 /- /0 /0 /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.004 F - - D 26 /16 /- /- /- /1.5 EXP:C Des Ld: 37.00 Mean Height:19.99 ft HORZ(TL): 0.009 F - - Wind reactions based on MWFRS NCBCLL: 10.00 TCDL: . psf Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 Soffit: 2.00 BCDL:5.0 E Min Br psf Bldg Code: FBC 2014 RES Max TC CSI: 0.240 9 Width Req= D Min Brg Width Req= TPI Std: 2007 Max BC CSI: 0.325 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.252 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 14 -13 C-D 69 -73 Value Set:13B(Effective 6/1/2013) B-C 403 -645 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-G 598 -356 F-E 0 0 approved 1/30/2013 by ALSC G-F 586 -353 Special Loads Maximum Web Forces Per Ply(Ibs) -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) Webs Tens.Comp. Webs Tens. Comp. TC-From 0 plf at -1.41 to 55 plf at 0.00 TC-From 2 plf at 0.00 to 2 plf at 9.84 G-C 289 -63 C-F 427 -709 i1l1JtF BC-From 0 plf at -1.41 to 4 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 9.84 TC- -7lb Conc.Load at 1.41 TC- 128 lb Conc.Load at 4.24 4'° •` I °O• `Y "rd TC- 238 lb Conc.Load at 7.07 BC- 23 lb Conc.Load at 1.41 4 ,` BC- 103 lb Conc.Load at 4.24 PdC3 01 l e2 `° w BC- 179 lb Conc.Load at 7.07 Wind s ' Wind loads and reactions based on MWFRS. } �. STATE OF i�� ��� No "ritttLjdrritkt1,% SERIAL 1±. 7f 00 00 0100 00 01 4b 0e:c-d1 cat 99 is f0 36 This Item has been eiaaranteally sh ned-and waled by ma-i Martino, PE I%L.UC.0471821 en th.datC:haWrt abo4e LsinR a SNx•3 iGC}ICf LkaticEi Cad C. "WARNING" READ AND FOLLO. {it4Llct{114kT�ScQ@}aFltllwsi[}hW1AlCdbgncdandscaled -IMPORTANT- FURNISH THIS DRAWING TCliAbic ONaZRA�-EGfd.S }tUld]INGdTkdEJUStFA LERS Trusses require extreme care in fabricating,handlin shippingyinstalling 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 properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, as applicable. Apply pplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings'160A-Z•fbr 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 shippingg,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of processional 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.t insLor;SBCA:www.sbcindus .com:ICC:www.iccsafe.or Job Number: 136DCS100 Ply:1 SEQN:746028/T7/HIP_ 4EFB-Flora"D"OL OW/OR Horton/4EFB-Flora"D"OL OW Qty: 2 FROM:AH DRW: Truss Label: CJ3L Wgt:15.4lbs / ... 11/10/16 \ 2.83 0 C N 2X4(A1) B , r` 3 A D �1 1'5" 4'2"3 �-- 412113 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeMCSI 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): NA B 147 /68 /- /- !- /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 70 /3 /- /- /- /1.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.001 D - C 36 /4 I- /- /- 11.5 Des Ld; 37.00 EXP:C HORZ(TL): 0.005 D Wind reactions based on MWFRS Mean Height:15.00 ft teria Creep Factor:1.5 B Min Br Width Req= 1.5 NCBCLL: 10.00 Code I Misc Criteria 9 TCDL:4.2 psf D Min Brg Width Req= - soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.083 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: 0.111 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)/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:15.01.01.0402.19 Lumber A-B 9 -7 B-C 8 -2 Value Set: 136(Effective 6/1/2013) • Maximum T BsComptrd Forces Per Ply(Ibs) Top chord 2x4 SP 41 Bot chord 2x4 SP#1 Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Special Loads -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) TC-From 0 plf at -1.41 to 54 plf at 0.00 TC-From 2 plf at 0.00 to 2 plf at 4.18 BC-From 0 plf at -1.41 to 4 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 4.18 TC- 5 lb Conc.Load at 1.41 BC- 24lb Conc.Load at 1.41 Wind 's .• ti,� +J� A+Sj� Wind loads and reactions based on MWFRS. �+ No 0471$2 A` a` d as a•x d 'STATE OF O Olt, y ! pp Olt SEMAL 0: It00 00 0100 00 01 4b 6e.,Scdtca"1cf00$ mrs itcrn bas daert�Icciranirattr s�ncd and sealed 6y rAonutr rown-, ar.I+L.Li[.a47193 i en the date t4iaW rt aVxiue ring a 5HA-1 aU EhentSiaFlefl IQCC. -WARNING" READ AND FOLL01�ht44Fctill4kF�QLknFkd6fch�lNJFJsn4gnccaneuskd `"IMPORTANT- FURNISH THIS DRAWING T®dhit!!eMNERAQ-TaiG RS ktU1f1 GiT-ldlaylMtTALLERS Trusses require extreme care in fabricating,handlin shippingpinstalling 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 sheathin and bottom chord shall have a propperly attached riggid ceiling. Locations shown for permanent lateral restraint of webs shall have bracinfq installed per BCSI sections B3,87 or 810, as appticabfet'App atesto°eaeh face oS2rwss antt'posititm°as stmwTt abode and otrtfity Join 13ets4ts; unless no ofYteravise ^)Refer drawings 160A-Z for sandard plate positrons. 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 I PI 1,or for handling shippingg,installation and bracing of trusses.A seal on this drawing or cover page.. listing this drawingg indicates acceptance of processional engineering responsibility solely for the design shown. The suI ability 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'ab's Qeneral notes pacie and these web sites:ALPINE:www.a{ineitw.com•TPI:wnw.t inst.or:SBCA:wwo.sbeindust .com;ICC:www.icrsafe.or Job Number: 136DCS100 Ply:1 SEQN:6223421 T41/SY42 4EFS-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:AH DRW: Truss Label: FT1 Wgt:109.2 Ibs Page 1 of 2 I ... 11/10116 �-1'4" (TYP) =2X4 W=3X4 =2X4 A B C D E F G H I J K L M N O P Q R AL S V =2X4A 2L8 AK AJ AI AH AG AF AE AD AC AB AA Z Y X W V U W=3X4 19'11"8 I 19'11"8 _I 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 I U /Rw /Rh I RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 P 999 360 T' 109 /- /- /- /- /239 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 P 999 240 AK Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 R - - Bearing AK is a rigid surface. EXP:NA HORZ(TLi : 0.001 R Des Ld: 55.00 )Mean Height:NA ft NCBCLL: 10.00 TCDL: psf Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.077 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.018 A-B 1 0 J-K 1 0 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.032 B-C 1 0 K-L 1 0 Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: C-D 1 0 L-M 1 0 1:NA GCpi:NA Plate Type(s): I D-E 1 0 M-N 1 0 Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 E-F 1 0 N-O 1 0 Lumber F-G 1 0 O-P 1 0 G-H 1 0 P-Q 1 0 Value Set:13B(Effective 611/2013) H-I 1 0 Q-R 1 0 Top chord 4x2 SP#1 I-J 1 0 Bot chord 4x2 SP#1 Webs 4x2 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 AK-AJ 0 -1 AB-AA 0 -1 Bracing AJ-AI 0 -1 AA-Z 0 -1 Sheathing is required for any longitudinal(drag) AI-AH 0 -1 Z-Y 0 -1 forces.All connections to be designed by the building AH-AG 0 -1 Y-X 0 -1 designer. AG-AF 0 -1 X-W 0 -1 Fasten rated sheathing to one face of this frame. %%t'111klwM11111A AF-AE 0 -1 W-V 0 -1 Plating Notes AD-AC 0 1 U-T 0 1 All plates are 2X4 except as noted. } �t y� f'�� AC-AB 0 -1 Additional Notes +w No 047182 : Maximum Web Forces Per Ply(Ibs) -b Webs are square cut except dbl diagonals or as Webs Tens.Comp. Webs Tens. Comp. otherwise shown. + Truss must be installed as shown with top chord up. "" • ; "" AL-AM 0 -2 R-T 0 -4 A-AK 0 -5 T-S 0 -7 -. STAT E QF • , �,«;, +a Maximum Gable Forces Per Ply(Ibs) 4a.�/�� a+«1 Gables Tens.Comp. Gables Tens. Comp. @,. ' w: B-AJ 0 -107 J-AA 0 -133 Jy ( ,� f C-AI 0 -139 L-Z 0 -133 D-AH 0 -132 M-Y 0 -133 SER(AL z; E-AG 0 -134 N-X 0 -134 7f00 00 0100 00 01 4b6e5cd1ca0'tc(036 F-AF 0 -133 O-W 0 -132 rtdc itemi—beeneler nleatte&gned and a Ic¢by PAmnccl mwkiI G-AE 0 -133 P-V 0 -139 26I-L.ue.947191t en tn.tiue Zh..n oba a c:Iny a SHA•1 H-AC 0 -133 Q-U 0 -107 authentttatfan<oda "WARNING" READ ANDFOLLO,M44Fcy{114kTG,ScQNnTkd6 [Oh�4WJF1Ganceanascalca —IMPORTANT" FURNISH THIS DRAWING T(3dhtlteC..GNZRAfiTGRS wttldDiNGdT-MFm INSiFALLERS Trusses require extreme care in fabricating,handlin shippingyiststalling and bracing.,Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propperly attached n id ceilin Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, as applicable. App�y plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. 12efer to drawings tHA Z forstandard,plate,positions:' Alpine,a division of ITW Buildinq Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI1TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this dgrawing 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 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:waw.sbcindus .com;ICC:wv .iccsafe.or Job Number: 136DCS100 Ply.1 SEQN:622342/T41!SY42 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:AH 7DRW:Truss Label: FT1 Wgt:109.2 Ibs Page 2 of 2 / ... 11/10/ 66 I-AB 0 -133 \ 1 `tr � t•«r«�rk« I y No 047182 - Y "• s •71� wr STATE OF Ile ;0 a .r r nw • VVV a• SERIAL 0, 7f OO OO Oi OO OO Of 4b 6o Sc di ca 991c fO 3B This it.,hoc bn alacuanicslirxktned snd scalm by?Aammci Warlinac, Ltc.ad 1182 fen liic eatr shaven abavn I ms a SHA.•1 wNcrrlcatloncadc. **WARNING** READ AND FOLLO."AkJ;ct{lI4kTFtS.U61kdL%DR Jt4G6,.Vand—kd **IMPORTANT** FURNISH THIS DRAWING TOIAb6CGtJaTRAaIG RS"IiWI)WGdTME�MiALLERS Trusses require extreme care in fabricating,handlin shippingyinstalling and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and'SBCA)fc safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly atta_heSri9gid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins�alled per BCSI sections S3,B7 or B10, as applicable Apply plates ho-eacty face af'truss anrtposition as shown strove artd orrthe Joint°DetaHs orrless*rtot�d tstherwise 4Zefer ttr 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 drawl n any failure to build the truss in conformance with ANSI 1,or for handling shippingg,installation and bracing of trusses.A seal on this dgrawing or cover pa e, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suifability and use of this Orawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Far more information see this'ob's cieneral notes page and these web sites:ALPINE:www.al i6e!tw.com•TPI:www.t inst.or:SBCA:www.sbcindust .com;ICC:www.iccsafe.or Job Number: 136DCS100 Ply:1 SEQN:622347/T38I SY42 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 5 FROM:AH DRW: Truss Label: FT2 Wgt:142.8 Ibs / ... 11/10116 9 "12 7'3"8 II-- 9'3"8 4 19'11"B 7'3"8 r 2' ; 10'512 3"12 1_3„12 1'4"4'i 1'3„12 1,3„1—� �--� III2X4 1112X6 =5X6 =2X4 =2X4 1112X4 1116X8 W=3X4 =3X4 1112X4 III2X4 AD A B C D E F G H I J K L M N O P Q =2X4AE + X W V U AC AB AASZ(gY 1115X6 =5X8 =4X4 T S R W=3X4 19,11"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 Udell L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.379 H 616 360 AC 1084 /- /- /- /- /7.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.593 H 394 240 R 1085 /- /- /- /- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.049 R - - AC Min Brg Width Req= 1.5 EXP:NA Des Ld: 55.00 HORZ(TL): 0.076 R R Min Brg Width Req= 1.3 Mean Height:NA ft Code/Misc Criteria CreepFactor:1.5 Bearings AC&R are a rigid surface. NCBCLL: 10.00 TCDL:NA psf g Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.534 Bearing AC requires a seat plate. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.712 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.658 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 -4604 Wind Duration:NA WAVE VIEW Ver:16.01.016.0614.20 B-C 0 -1891 J-K 0 0 Lumber C-D 0 -3329 J-L 0 -4086 Value Set:13B(Effective 6/1/2013) D-F 0-3329 L-M 0 -3305 E-F 0 0 M-N 0 -3305 Top chord 4x2 SP#1 F-G 0-4618 N-O 0 -1896 Bot chord 42 SP#1 G-H 0 -4624 O-P 1 0 Webs 42 SP#3 H-I 0 -4612 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 4X6 except as noted. AC-AB 1059 0 W-V 4392 0 AB-Z 2708 0 V-U 0 0 Camber AA-Z 0 0 V-T 3809 0 B detail DEFLCAMB10114 for camber reccomm recommendations. 0��1�'�i � t��y Y-X 4034 0 S-R 1061 0 +13 OrF� l r +a .' ■- lt, r+ X-W 4624 0 Additional Notes 1� - ,•`+1EJ +2x6 continuous strongback.See detail + ` �`p ••� �� STRBRIBR1014 for bracing and bridging No 0471 82 recommendations. � �. Maximum Web Forces Per Ply(Ibs) „� . Webs Tens.Comp. Webs Tens. Comp. ; _+ ,-� Webs are square cut except dbl diagonals or as " AD-AE 0 3 W-J 621 66 otherwise shown. A-AC 0 -41 J-V 0 -425 Truss must be installed as shown with top chord up. + ; AC-B 0 -1474 _ V-L 386 0 STATE OF � B-AB 1157 0 L-T 0 -684 +'ps{ ti,�= ��� AB-C 0 -1136 M-T 0 -79 C-Z 844 0 T-N 822 0 � < D-Z 0 -89 N-S 0 -1119 t�tyq°* Z-F 0 -959 S-O 1161 0 NA F-X 1381 0 O-R 0 -1477 3py�yf$i!3l �,�� X-G 0 -918 P-R 0 -40 SERIAL 0. H-W 0 -326 R-Q 0 -7 7f 00 00 0100 00 01 4b 6e Sc d 1 ca 991c f0 3$ Thisitem11.:Geer.tkc nlWiss:.ncd And m.led GyrA.net1 Martinez, PE I%L.uc.tt471811 en tSi¢Catr sh�wn.baNe L:ln(J.SHAM authentic.€icncode. "WARNING" READ AND FOLLOkLy�tT[rScQ@FnFhdbst&}Ji?a9u4JAlG4dnceandzcskd "IMPORTANT** FURNISH THIS DRAWING TmrAkj6C,..GN.ZRA-&,T RSdMiiWE14MGdT},lEn StTALLERS Trusses require extreme care in fabricating,handlin shippingpinstalling 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 bracing er BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached ceiling Locations shown for permanent lateral restraint of webs shall have bracingg 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. Defer to drawings.160A-Zlbr.siandacci plate•.position-% ., 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 ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e listing this drawing indicates acceptance of protessional 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:ww.t inst.or:SBCA:www.sbcindust .com'ICC: ww J=afe.or Job Number: 136DCS100 Ply:1 SEQN:622350/T29/SY42 \ 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 6 FROM:DJH DRW: Truss Label: FT3 Wgt:105.0Ibs .. / ... 11110/16 7'3"8 9'3"8 9' "12 16'2"8 7'3"8 2' '4 6'8"12 } ,3 f—1 3 �{ �' 'i 1�_'I I 'i 1'3"12 11'3"12, h1 2"1� �- 1'3"4{ * III2X4 i 1112X4 =4X4 III2X4 1113X4 1112X4 =4X4 1112X4 A B C D E F G H I J K T 31 V 2 4 L=2X4 _ =2X4 1 3'8 U T S R Q P O N =4X =3X6 1113X4 1114X4 =3X6 W=H0308 16'2"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria A 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): 0.185 F 999 360 U 878 /_ /_ /_ /_ /7.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.307 F 613 240 M 879 /_ /_ /_ /_ 13.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.032 B - - U Min Brg Width Req= 1.5 EXP:NA HORZ : 0,056 B - - M Min Brg Width Req= 1.3 Des Ld: 55.00 (TL) Mean Height:NA ft Code I Misc Criteria Creep Factor:1.5 Bearings U 8 M are a rigid surface. NCBCLL: 10.00 TCDL:NA psf Bearing U requires a seat plate. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.582 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.743 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.412 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 F-G 0 -2762 Wind Duration:NA WAVE,HS VIEW Ver:16.01.01B.0614.20 B-C 0-1470 G-H 0 -2442 Lumber C-D 0-2451 H-1 0 -2442 D-E 0-2451 1-1 0 -1471 Value Set:1313(Effective 6/1/2013) E-F 0-2756 J-K 1 0 Top chord 4x2 SP#1 Bot chord 4x2 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Webs 4x2 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values approved 1/30/2013 by ALSC U-T 848 0 Q-P 2762 0 T-S 2064 0 P-O 2760 0 Plating Notes S-R 2699 0 O-N 2063 0 All plates are 4X6 except as noted. R-Q 2699 0 N-M 848 0 Additional Notes 0111 Maximum Web Forces Per Ply(Ibs) �1( # +2x6 continuous strongback.See detail g{.'�t' IjiJ#. Webs Tens.Comp. Webs Tens. Comp. STRBRIBR1014 for bracing and bridging M1ly. f recommendations. ; V-W 0 3 P-G 145 70 Q t, +� ' r► A-U o -41 G-0 0 -648 Webs are square cut except dbl diagonals or as i S **e C� ,4 U-B 0-1181 H-0 96 -135 otherwise shown. +` +!" NO 047182 p �, B-T 864 0 o-I 515 o Truss must be installed as shown with top chord up. +, „ * «sR T-C o -827 I-N 0 -824 C-S 527 0 N-J 866 0 : + D-S 0 -98 J-M 0 -1181 S-E 0 -419 K-M 0 -40 STATE OF +« y`' E-Q 457 -163 M-L 0 -7 •* ��. s"� Q-F 57 -321 Oil11ra SERIAL 9: if 00 00 01 00 00 01 4b 6e Sc di ca 99 le f0 36 This Item bet b scaled by Mass-]Martine;, ?E(FL.L,c.04 7187 t cn ti,c eats shown aboa¢-ing a SHA-1 • ai1t31Cnti[atl¢n CildC. "WARNING** READ AND FOLLO,"&LFc4kkTES Qt4mTWlk'e6}RAWdNGbgnce,andsealed "IMPORTANT** FURNISH THIS DRAWING TC).Ak C.GNZRAGiEGRS ltWZ)4NGdTE+drn1NStTAkLERS Trusses require extreme care in fabricating,handlingshippingpinstalling 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 sheathing and bottom chord shall have a properly attachetl r gid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as^applica er ApptY piatem4 each face truss and position,assfimm abmeland�omth2 Joirrt t3etaiis,�uniessnoted otfierwiser ?ef&to drawings 160A-Z for standard plate positions, Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawingg any failure to build the truss in conformance with ANSI 1,or for handling shipping,installation and bracing of trusses.A seal on this c rawing or cover page listing this drawing,Indicates acceptance of professional engineerin 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.sbctndust .com•ICC:www.iccsafe.or [41EFB-Flora ob Number: 136DCS100 Ply:1 SEQN:622352/T28/SY42 "D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:DJH DRW: russ Label: FT7 Wgt:33.6lbs .. / ... 11/10/16 i �32 �-6, '6" i II 3X4 III 2X4 1112X4 C4 A B D I i -'— =2X41 E=2X4 - I 1 H G F 3X4 =3X4 =3X4 I i 4 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: 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): 0.002 G 999 360 H 207 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.004 G 999 240 F 207 /- /- /- /- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 F - - H Min Brg Width Req= 1.5 EXP:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.001 F - - F Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:NA psf Bearings Code/Misc Criteria Creep Factor:1.5 H&F are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.197 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.042 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.060 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 C-D 1 0 I:NA GCpi:NA Plate Type(s): B-C 0 -108 Wind Duration:NA WAVE VIEW Ver:16.01.01B.0614.20 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 611/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#1 H-G 99 0 G-F 99 0 - 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 I-H 1 -6 G-C 46 0 Additional Notes A-H 44 0 C-F 0 -261 Webs are square cut except dbl diagonals or as H-B 0 -261 D-F 44 0 otherwise shown. B-G 46 0 F-E 1 -6 Truss must be installed as shown with top chord up. No 047182- a • 7'r 1 ,p • 4 .a° _ ♦ STAT F �•'^rJ'err OR Y31i1t6��111 SERIAL 7f 00 00 0100 00 01 4b 6e Sc d1 ca 99 1c 1`0 36 This item haz Geer.elenranlrstry zyanca and u Icaby?,4 u lMartlnac, 2F.I`'.•Uc.13471e2ten Vie Cataahown above-Ing a SllAal avC1:Cft{tatlCn«YJ C. "WARNING— READ AND FOLLOkAlinLFctlll4kFli«ScQNnFkd6�Rhb9AN�A1Cn�ignacanescatcd —IMPORTANT" FURNISH THIS DRAWING TmdMil6€OUlRA16-fi RS9NCliWDINGodZhlfnaN nifALLERS Trusses require extreme care in fabricating,handlin ship pingyinstalling 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 bracingg installed per BCSI sections 63,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. kefer to drawings,160A-Z for standard,plate,positionst 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 gPl 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e. listing this drawing,indicates acceptance of pro essrona4 engineertng responstblllty solely for the design shown. The sui9abllfty and use of this awing for any structure is the responsibility of the t3uilding 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: wwn.t insLor:SBCA:www.sbcindus .com'ICC:www.iccsafe.or Job Number: 136DCSI00 Ply:1 SEQN:622354 J T26/SY42 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:DJH DRW: \ Truss Label: FT8 Wgt:35.0lbs / ... 11/10/16 f`,� F 31 F3 I !- -ro{6 -� 2'6" III 2n,X4=38X4 =C 4 II pX4 T =2X41 E=2X4 "v IL-risz H —X4 F 3X4 =3X4 4'0"8 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI 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 G 999 360 H 210 /- /- !- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.004 G 999 240 F 210 !- !- /- I- /4.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 F - - H Min Brg Width Req= 1.5 EXP:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.001 F - F Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL NA psf Code I Misc Criteria Creep Factor:1.5 Bearings H&F are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.197 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.043 Maximum Top Chord Forces Per Ply(Ibs) P Spacing:24.0 C&C Dist a:NA ft Re Factors Used:Yes Max Web CSI: 0.060 Chords Tens.Comp. Chords Tens. Comp. " Loc,from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: A-B 1 0 C-D 1 0 I:NA GCpi:NA Plate Type(s): B-C 0 -112 Wind Duration:NA WAVE VIEW Ver.16.01.01B.0614.2D Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:138(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#1 H-G 102 0 G-F 102 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 I-H 1 -6 G-C 46 0 Additional Notes A-H 40 0 C-F 0 -260 Webs are square cut except dbl diagonals or as H-B 0 -260 D-F 40 0 otherwise shown. B-G 46 0 F-E 1 -6 Truss must be installed as shown with top chord up. �0�t�3lftiF��l�4 ,,tip '�>~G E N No 047182 LU STATE OF Yll ~ : AtM1 r ( +* 4L,+s ,,. y-��r as%iry+'�' �1,�'•�'fit. �r'+'oxli#ioO SERIAL x: 71'00 00 0f 00 00 014b 8e Sc d1 ca 99 fc 10 38 Tblt item has!rear•alactranlcatty s4rnac and saalad ty PA-110mb—, 2E tFL.Lta.as r1e2t an we mate T1,—R abnQe Lsing a St1A.1 authartkatlarcode_ "WARNING" READ AND FOLL0.1M&1,k}.$iC-,TFtSiat4mT LSF D AWJNQL.�anacandstal d —IMPORTANT" FURNISH THIS DRAWING TC),AL�.GONZRA-&'EiDRSdNCLtWDINGdT4Arm. tsiALLERS Trusses require extreme care in fabricating,handlin shiitpingyinstallingand bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)for sa ety 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 ri Id ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as'appticab�e Appigy pates to eacis face of 4russ and posititm as shown atrove and on the'Jotinf Details, unless sToted othetvvise: {Zefertc; ' drawings 16f1A-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] 1,or for handling shippin ,installation and bracing of trusses.A seal on this any or cover pag,e, listing this drawing indicates acceptance of protessiona� engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the wilding 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: 136DCS100 Ply:1 SEQN:622358 1 T27/SY42 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 3 FROM:DJH DRW: Truss Label: FT4 Wgt:142.8lbs I ... 11/10/16 9'2"i12 738 938 20 l 7'3"B 2' 10'6"4 I--113„1�1 f 3„1 �I III2X4 1112X6 =5X6 =2X4 , =2X4 1112X4 1116XS W=3X4 =3X4 1112X4 1112X4 a"e AD A B C D E F G H I J K L M N O P (� =2X4AE + =XB 3�'8 X W V U AC AB AA 5X8 Y 1115X6 =5X8 =4X4 T S W=3X4 20' 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): 0.382 H 612 360 AC 1086 /- /- /- /- /7.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.597 H 391 240 R 1088 /- /- / / /4.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.049 R - - AC Min Brg Width Reg= 1.5 Ld: EXP:NA HORZ(TL): 0.076 R - - R Min Br Width Re 1.3 Des CL 10.00 Mean Height:NA ft g q NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Bearings AC&R are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.540 Bearing AC requires a seat plate. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.717 P Spacing:24.0 C&C Dist a:NA ft Re Factors Used:Yes Max Web CSI: 0.662 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. l:NA GCpi:NA Plate Type(s): A-B 1 0 1-1 0 -4623 Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 B-C 0 -1896 J-K o 0 Lumber C-D 0-3337 J-L 0 -4100 D-F 0-3337 L-M 0 -3315 Value Set:13B(Effective 611/2013) E-F 0 0 M-N 0 -3315 Top chord 4x2 SP#1 F-G 0 -4636 N-O 0 -1901 Bat chord 4x2 SP#1 G-H 0-4642 O-P 1 0 Webs 4x2 SP#3 H-I 0-4630 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 4X6 except as noted. AC-AB 1061 0 W-V 4408 0 AB-Z 2714 0 V-U 0 0 Camber �7�11:tid#P�1 AA-Z 0 0 V-T 3821 0 8 DEFLCAMB10114 for camber recommendations.etail � �y �f j Y-X 4048 0 S-R 1063 0 9'� +•�{'jF ,•• X-W 4642 0 Additional Notes +2x6 continuous strop back.See detail `s ,•` '. 0 9 „ 8„ Maximum Web Forces Per Ply(Ibs) STRBRIBR1014 for bracing and bridging .a No 04 T ,r+. �+ s Webs Tens.Comp. Webs Tens. Comp. recommendations. Webs are square cut except dbl diagonals or as + v. AD-AE 0 -3 W-J 622 -67 otherwise shown. • « A-AC 0 -42 J-V 0 -427 Truss must be installed as shown with top chord up. + .n AC-B 0 -1477 V-L 389 0 STATE OF 4' �� B-AB 1161 0 L-T 0 -688 + AB-C 0 -1138 M-T 0 -79 C-Z 846 0 T-N 825 0 �yj "+.#••, .•' �"s} D-Z 0 -89 N-S 0 -1122 -960 O-R 116 F-X 1391 0 -1480 14it X-G 0 -924 P-R 0 -40 SERM 9-7f00 00 0100 00 014b 5cd1ca99 t103$ H-W o -321 R-Q o 7 ThlI itc has PAaaunl A/,arcinc; ?E.Ivt..I.1c.U471621en lt,c=a_'zhawa abax a agaSHkI a�Fhcrdt:anon<o�e. —WARNING" READ ANDFOLLO.�U�}ciA14kTF>ScQNnFkdla�67h�W�f1G4�ncsacdsraMd "IMPORTANT" FURNISH THIS DRAWING TCliAU G@N-hdAruz3GRSdNGIt DiNGdT-4,lmy NSiALLERS Trusses require extreme care in fabricating,handlin shippingpinstalling 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 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 Joint Details, unless noted otherwise. )Refer to drawings^16t3A-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 shippingg,installation and bracing of trusses.A seal on this rirawmg or cover pa ', listing this drawing indicates acceptance of rofessional 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 ineitw.com:TPI: www.t inst.or'SBCA:"m.sbandus .com'ICC:www.iccsafe.or Job Number: 136DCS100 Ply:1 SEQN:622362/T42 1 SY42 \ 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 5 FROM:DJH DRW: \ Truss Label: FT5 Wgt:145.61bs ., ! .. 11/10/16 7 3 8 9'3"8 20'1" 7'3"8 2 10'6"8 r � ~3 1� �3 1� L L1 1 f '� �'I 3 1 III2X4 III2X6 W=3X4 I =_2X4 =2X4 1112X4 1116XB 1116X6 3�'8 =5X6 =3X4 1112X4 1112X4 ADA B C D E F G H I J K L M N O P � Q =2X4AE + 3"8"8 X W V U AC AS SXS Y 1116X6 -5X8 -4X4 T S R W=3X4 20'1" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Deft/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Sid: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl Ll# Loc R /U I Rw i Rh 1 RL 1 W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.389 H 604 360 AC 1091 !- 1- 1- /- /7.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT TL: 0.608 H 386 240 Category:N ( ) R 1092 /- /- /- /- /5.5 BCDL: 5.00 g ry A Snow Duration:NA HORZ(LL): 0.049 R - - AC Min Brg Width Req= 1.5 Des Lei— 55.00 EXP:NA HORZ(TL): 0.077 R - R Min Brg Width Req= 1.3 NCBCLL: 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings AC&R are a rigid surface. TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.541 Bearing AC requires a seat plate. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Sid: 2007 Max BC CSI: o.729 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.675 Maximum Top Chord Forces Per Ply(Ibs) Loc,from endwall:NA FT/RT:12(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 1 0 I-J 0 -4663 Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 B-C 0-1906 J-K 0 0 Lumber C-D 0-3354 J-L 0 -4129 Value Set:13B(Effective 6/1/2013) D-F 0 -3354 L-M 0 -3334 Top chord 4x2 SP#1 E-F 0 0 M-N 0 -3334Sot F-G 0-4673 N-O 0 -1910 Webs 4x2 SP#3 chord 4x2 #1 G-H 0-4679 O-P 1 0 We H-I 0-4667 Lumber value set"138"uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 4X6 except as noted. AC-AB 1066 0 W-V 4439 0 Camber AB-Z 2728 0 V-U 0 0 }�1Z�16D � � AA-Z 0 0 V-T 3846 0 Max JT VERT DEFL:LL:0.39"DL:0.27".See detail �k X¢ Z-Y 4076 0 T-S 2722 0 DEFLCAMB1014 for camber recommendations. ` ��. �� �� Y-X 4073 0 S-R 1068 0 •,••...s'..br•• X-W 4679 0 Additional Notes {j1 +2x6 continuous strong back,See detail ` Maximum Web Forces Per Ply(Ibs) STRBRIBR1014 for bracing and bridging NO, 471$� � Webs Tens.Comp. Webs Tens. Comp. recommendations. ;` « + p• p• Webs are square cut except dbl diagonals or as + " AD-AE 0 -3 W-J 629 63 otherwise shown. ,� A-AC 0 -42 J-V 0 -431 Truss must be installed as shown with top chord up. +. _ �� AC-B 0-1484 V-L 394 0 STATE OF ` " B-AB 1168 0 L-T 0 -696 y� i �,+ '. a AS-C 0 -1143 M-T 0 -78 '�i�' h Q • � '4 C-Z 851 0 T-N B32 0 "{o`��ty'py "*:«i�•* -112 � Z-F 0 -978 S-O 1171 00 0 A ��`"�° F-X 1418 0 O-R 0 -1487 1 X-G 0 -944 P-R 0 -40 SERIAL#: 7fOOOOOIOO00014blie5c41ca99isf036 H-W 0 -80 R-Q 0 -7 H-W 0 -240 this item haz Garr.tlecuanl[ariy zignae and waled Gy IAancel Mar[fna{, 7F.i>L.IJC.04 r707i CA trC dafC:AoWn itNl4a 4iin{J aSY.A=I w[hantiraticn coda "WARNING— READ AND FOLL0,1A/nh>kFe;�kkT�S Q{}nFkdbts 6�a�WdFJ�a4gnceandzxaled —IMPORTANT" FURNISH THIS DRAWING TCIAb6CONZRAG.,SQRS ltWDiNGdT-44int NstT ALLERS Trusses require extreme care in fabricating,handlingshipping;pinstalling 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 sheathing and bottom chord shall have a propperly attached ri id ceiling. Locations shown for ppermanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or B10, asappli e5 ^PP at�stoeactYfaeeOftross°andpasitiomasshawtrtrabo arrdnrrthe'Jan Detalts; unless'neted�otherwise: );tefer,0 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/rPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pagge. listing this drawing indicates acceptance of professional engmeerm�q responsibility solely for the design shown. The suifablllty 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'ab's general notes parle and these web sites:ALPINE:v�wr.a1 ineitw.com:TPI:www.t inst.or:SBCA:ww6v.sbcindus .com:ICC:www.iccsafe.or Job Number: 136DCSI OD Ply:1 SEQN:622365/T4/SY42 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OIL OW Qty: 1 FROM:DJH DRW: Truss Label: FT6 Wgt:109.2 Ibs Page 1 of 2 / ... 11/10/16 7+1,4„ (T'P) =2X4 W=3X4 =2X4 A B C D E F G H I J K L M N O P Q R T 8- A' 9 tt 2X4 A 1 8- AK AJ Al AH AG AF AE AD AC AB AA Z Y X W V U W=3X4 20'1" - 20'1" _I 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 P 999 360 T` 109 /- /_ /_ /_ /241 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 P 999 240 AK Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 R - - Bearing AK is a rigid surface. EXP:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.001 R - NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) TCDL:NA psf BldgCode: FBC 2014 RES Max TIC CSI: 0.076 Chords Tens.Com Chords Tens. Com Soffit: 0.00 BCDL:NA psf p' p' Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.018 A-B 1 0 J-K 1 0 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.032 B-C 1 0 K-L 1 0 Loc.from endwall:NA' FT/RT:20(0)/10(0) Mfg Specified Camber: C-D 1 0 L-M 1 0 I:NA GCpi:NA Plate Type(s): D-E 1 0 M-N 1 0 Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 E-F 1 0 N-0 1 0 Lumber F-G 1 0 O-P 1 0 Value Set:13B(Effective 6/112013) G-H 1 0 P-Q 1 0 H-I 1 0 Q-R 1 0 Top chord 4x2 SP#1 1-1 1 0 - Bot chord 4x2 SP#1 Webs 4x2 SP#3 Lumber value set"13B"uses design values Maximum Chard Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Chords Tens.s.Comp. Chords Tens. Comp. AK-AJ 0 1 AB-AA 0 1 Bracing AJ-AI 0 1 AA-Z 0 1 Sheathing is required for any longitudinal(drag) AI-AH 0 1 Z-Y 0 1 forces.All connections to be designed by the building AH-AG 0 1 Y-X 0 1 designer. iilytlEAdi/ 1 AG-AF 0 1 X-W 0 1 Fasten rated sheathing to one face of this frame. ♦'��'� � d �drf� Plating Notes +, kl "'` `/"i`. �' AE-AD 0 1 V-U 0 1 All plates are 2X4 except as noted. �k'���. '�. der AC-AB 0 -1 Additional Notes 7182 No04 . z Maximum Web Forces Per Ply(Ibs) See detail STRBRIBR1014 for bracing and bridging "'� + Webs e a Tens.ComP• Webs Tens. Comp. recommendations. Webs are square cut except dbl diagonals or as AL-AM D 2 R-T 0 -10 otherwise shown. .+ c« A-AK 0 -11 T-S 0 -7 STATE OF g Truss must be installed as shown with top chord up. � � Maximum Gable Forces Per Ply(Ibs) J�v '-` �{ y� Gables Tens.Comp. Gables Tens. Comp. Oyf� tl i� % �� C AI 0 -138 L- A 0 -133 0 -133 U' t �yf ""foliisM D-AH 0 -132 M-Y 0 -133 SERIAL 9: E-AG 0 -134 N-X 0 -134 7f 00 00 0100 00 01 415 6e 5c d t ca 99 le f0 36 F-AF 0 -133 O-W 0 -132 This Item has s(gnad and sealeeby Manuel Mamnac, G-AE 0 -133 P-V 0 -139 PE f;L.1047s97ten Me date shown above using a SHA=T auMartkaticrcade- H-AC 0 -133 Q-U 0 -108 —WARNING— READ AND FOLLO,�(UntQLlc�f1L§kTE�SkkNnFhl6&&1�W�fJG6tgncaadiratcd —IMPORTANT— FURNISH THIS DRAWING Tmd b6C,.GN.ZRAfte361RS"LtWDINGdThllargNStTAkLERS Trusses require extreme care in fabricating handlin shippingyim3talling 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 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. {defer to drawings,160A-Z forrstandard 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 grawing 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/TPl 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.sbcindus .com;ICC:www.iccsafe.or Job Number: 136DCSI00 Ply:1 SEQN:622365/T4 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:DJH DRW: Truss Label: FT6 Wgt:109.2 lb: Page 2 of 2 .. I ... 11/10/16 \ I-AB 0 -133 i E .�r No 04718 #o q M ;j,♦nd STAB` OF .F ON P-1- �xi'�tf i1Ot1*0 SERIAL 9, ?f 00 00 0100 00 01 4b 6-6 Sc d 1 ca 991c f0 36 This inn snd z.Il d by PA.a-I Martina7, PE K.tu.0471e21 cn ttln nits shown baM a 1: ng aSHAM iutber.maFinn Conn. "WARNING" READ ANDFOLLO1ldnhlkkci3114b�lrxScQNFkd6FcQ#t�WJA1Sn4anccanasrakd -IMPORTANT— FURNISH THIS DRAWING Tt3dhLR4 OGNIRAI&:EGRS&4GltliIIINGdT-"E,aNSi ALLERS Trusses require extreme care in fabricating handling shippingpimstalling 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 SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached riggid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable: ApprS'plates to eactrface of'tniss and positiotr asstrown'above'and'vn the'Joirrt thtails; etntess rroted otttetwise:• defer ta^ 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 9 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 processional 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 jab's general notes page and these web sites:ALPINE:www.al ineitw.com:TPI:wuw.t lnst.or:SBCA:wvw.sbcindust .cam•ICC:www.lccsafe.ar Job Number: 136DCS100 Ply:1 SEQN:622369/T48/SY42 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 1 FROM:DJH DRW: Truss Label: FT9 Wgt:112.0 Ibs Page 1 of 2 .. / ... 11/10/16 1F 1'4" (TYP) =2X4 W=3X4 =2X4 A B C D E F G H I JK L M N O P Q R -r 8— AP-2 g =2X4 A N L8— AK AJ Al AH AG AF AE AD AC AB AA Z Y X W V U W=3X4 " 21'3" 21'3" Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria A 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 R 999 360 T' 109 /- /- /- /- /254 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 R 999 240 AK Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 T - - Bearing AK is a rigid surface. EXP:NA HORZ(TL): 0.000 T Des Ld: 55.00 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: 0.072 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.018 A-B 0 -0 J-K 0 -0 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.031 B-C 0 -0 K-L 0 -0 Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: C-D 0 -0 L-M 0 -0 I:NA GCpi:NA Plate Type(s): I D-E 0 -0 M-N 0 -0 Wind Duration:NA WAVE VIEW Ver:16.01.01B.0614.20 E-F 0 -0 N-O 0 -0 Lumber F-G 0 -0 O-P 0 -0 G-H 0 -0 P-Q 0 -0 Value Set:13B(Effective 6/1/2013) H-1 0 -0 Q-R 0 -0 Top chord 4x2 SP#1 1-1 0 -0 Bot chord 4x2 SP#1 Webs 4x2 SP#3 Lumber value set"13B"uses design values Maximum Chord Farces Per Ply(Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. ' AK-AJ 0 0 AB-AA 0 0 Bracing AJ-AI 0 0 AA-Z 0 0 Sheathing is required for any longitudinal(drag) AI-AH 0 0 Z-Y 0 0 forces.All connections to be designed by the building AH-AG 0 0 Y-X 0 0 designer. y�y11lEa�$��� AG-AF 0 0 X-W 0 0 Fasten rated sheathing to one face of this frame. ! MA AE-AD 0 0 V-U 0 0 Plating Notes ; " 'e.,lfJ� 0� AD-AC 0 0 U-T 0 0 All plates are 2X4 except as noted. �4` Q`�." �� �C''", ��► AC-AB 0 0 Additional Notes A.` �` {; 1$ - Maximum Web Forces Per PIy(Ibs w . aw ) Webs are square cut except dbl diagonals or as a * a Webs Tens.Comp. Webs Tens. Comp. otherwise shown. •_. " 3 " . " °. Truss must be installed as shown with top chord up. AL-AM 0 -5 R-T 0 -46 p . , �. r�"u, A-AK 0 -46 S-AN 0 -5 STAT OF . • ,* �:, �w Maximum Gable Forces Per Ply(Ibs) + , � `4 10 Gables Tens.Comp. Gables Tens. Comp. B-AJ 0 -131 J-AA 0 -133 C-AI 0 -134 L-Z 0 -133 D-AH 0 -133 M-Y 0 -133 SEMAL X. E-AG 0 -133 N-X 0 -133 7f 00 00 0100 00 01 4b(�--Sc d 1 ca 48 is 10 36 F-AF 0 -133 O-W 0 -133 Till,itcmTM&b—alearanlzs*V;ncenn>—lcetyrn—lrtarti—, G-AD 0 -133 P-V 0 -134 Ps(;L.❑c.0471831 en tticealr shown above a^sing a SHA•1 H-AC 0 -133 Q-U 0 131 aUtfen[t:.aelcnmce- "WARNING" READ ANDFOLLO.M1{ihlkFc�{11kkTlPrS }nF}d6&phL�WJAISabgneeandccated —IMPORTANT— FURNISH THIS DRAWING TO,,ALlIDO.QNZRAf,:gG2R S LWDIMGdihllnytNSi ALLERS Trusses require extreme care in fabricating handlin shippingyinstalling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA)foP 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 t as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to drawings-160A-Z=for standard•plate-positicns:> Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover pa e, listing this drawing indicates acceptance of pro en responsibility solely for the design shown. The suitability and use of this.gnawing 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:wwmal ineitw.com:TPI:w,wv.t inst.or:SBCA:www.sbcindus .com;ICC:www.iccsafe.or Job Number: 136DCS100 Ply:1 SEQN:622369/T48/SY42 \\4EFB-Flora"D"OL OW/DR Horton/4EFB-Flara"D"OL OW Qty: 1 FROM:DJH Truss Label: FT9 DRW: \ Wgt:112.0 Ibs Page 2 of 2 ... / ... 11/10/16 \\\ 1-AB 0 -133 i MA r� No 04-7162 ;ice a } ir / +d STATE OF yam,fi" '` p ,• \'�,44s #4ft`ir4w.'I0 SERIAL fk 7f 00 00 01 010 00 01 4b 6e Sc d1 ca 991c f0 36 TV.item has Garr.alenronlutly s(y-na4 and scaled Gp IAa...I tdartl.o4 PF.K.M.d471g21 cn thrdatt shown abaya w.ing a SMA=1 authantkattcn�odc. —WARNING` READ AND FOLLO�MALlct{CbTES.Qkk nFhdl+&RR"J14Q6gncd and scalcd —IMPORTANT" FURNISH THIS DRAWING TO.A�t GGbL REt(u3GdR64NGi&WDINGdwFm4NSi AkLERS Trusses require extreme care in fabricating handlin shippingpiclstalling 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 properly attached riggid ceilingg Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 10, s appiicabte Apply atestaeactrtaCe oTPirefssand position"as sfiowtrabove arrdron tt JoinflJetails unless notedothenroise: lRefertcr 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 1,or for handling shippingg,installation and bracing of trusses.A seal on this drawing or cover pa .e. listing this drawing indicates acceptance of processional engineering responsibility solely forthe design shown. The suitability and use of this gnawing for any structure is the responsibility of the Quilding Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's gen6ral notes page and these web sites:ALPINE:wArrv.al ineitw.dom'TPI:www.t inst.or:S6CA:wmv.sbeindust .corn'ICC:www.iccsafe.or Job Number: 136DCS100 Ply:1 SEQN:622373 I T6 I SY42 4EFS-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 6 FROM:DJH DRW: Truss Label: FT10 Wgt:145.6 Ibs .. / ... 11/10/16 8'1"4 10'1"4 21'3" 8'1"4 2' 11'1"12 $ 1'3 1 �3 1� I 3' 1'3"12 1'2"12 1'3"l2 1'3" I [` '� f 1'10"12'{ f` _�tl III2X4 =4X4 =2X4 " =2X4 =5X6 1112X4 =6X8 1112X6 1114X6 W=3X4 1112X4 =5X6 1112X4 A B C D E F G H I J K L M N 0 P T ewe AE Q =2X4AF =2X4 AC AB AA Z Y=5X8 X W V U T S R AD =5X6 =5X8 W=3X4 1112 6 5X6 =3X4 =4X10 =5X6 21'3" 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 lac Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.441 X 565 360 AD 1155 /- 1- /- /- /7.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.689 X 361 240 R 1155 /- /- /- /- /7.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.062 R - - AD Min Brg Width Req= 1.5 9 q EXP:NA HORZ TL: 0.096 R - - R Min Br Width Re 1.5 Des Ld: 55.00 ( ) = Mean Height:NA ft Code/Misc Criteria Cree Factor:1.5 Bearings AD&R are a rigid surface. NCBCLL: 10.00 TCDL:NA psf p Bearings AD&R require a seat plate. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.576 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.890 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.623 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 IVIEW Ver:16.01.01 B.0614.20 B-C 0 -2041 1-K 0 -4511 Lumber C-D 0-3613 K-L 0 -4511 Value Set:13B(Effective 6/1/2013) D-F 0-3613 L-M 0 -3604 E-F 0 0 M-N 0 -3604 Top chord 4x2 SP#1 F-G 0-5243 N-0 0 -2042 Bot chord 4x2 SP#1 G-H 0 -5263 O-P 1 0 Webs 4x2 SP#3 H-I a -so22 Lumber value set"l3B"uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 4X6 except as noted. AD-AC 1134 0 X-W 5255 0 AC-AA 2922 0 W-V 0 0 Camber ��Zitl�1 t#iR#/ AB-AA 0 0 W-U 4821 0 detail DEFLCAMB10114 for camber recommendations. � ��y}�.,�P Y 4317 0 T-5 2922 0 rs ' ««.t�''ff f%p.�¢„ Y-X 5263 0 S-R 1134 0 Additional Notes i,o +2x6 continuous strongback.See detail •� Maximum Web Forces Per Ply(Ibs) STRBRIBRIO14 for bracing and bridging .a : No 047182 a Webs Tens.Comp. Webs Tens. Comp. recommendations. Webs are square cut except dbl diagonals or as AE-AF 0 -3 W-1 502 -4 otherwise shown. • + A-AD 0 -42 I-U 0 -432 IV 6Truss must be installed as shown with top chord up. AD-B 0 -1578 U-L 456 0 STAT C'F ' B-AC 1262 0 L-T 0 -787 AC-C 0 -1225 M-T 0' -72 «,�' ��`�fit:( �.•� a' C-AA 939 0 T-N 928 0 A 1�F 0 -957 S-0 1263 0 AA F-Y 1306 0 O-R 0 -1578 SERIAL M. Y-G 0 -554 P-R 0 -42 7(00 00 0100 00 0/gib Be Sc di ca 9910(0 36 H-W 0 X-H 34 0 -741- Q-AG 0 -3 41 This Rem ha:tsner.cleeuanlsBy st-ynee sod scales ty Maru:cl Martinet, PF.Ict..U.0-0.7163t Cn ihr Citt Shawn above u:in6 a 5HA*7 autAcntkaticn c•�de.. **WARNING" READ AND FOLLO,�t441c3114kT�StQNnFdllaFi63�WdAlWhgneeanescake —IMPORTANT** FURNISH THIS DRAWING TCkAk OGNI.RAGx'GGdRSAWl tWEliNGdT-4,F,a MtTAELERS Trusses require extreme care in fabricating,handlin shipping;pInstalling 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 propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or t as applicable; Apply pplates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. }defer to drawings'160FP=Z'for'standtird'piati: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 grawing or cover pa e, listing this drawing indicates acceptance of protessione engineerin responsibility solely for the design shown. The suigabtltty and use of this 4rawing for any structure is the responsibility of the�uilding 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:wwwt inst.or:SBCA:www.sbcindust .com;ICC:ww Jccsafe.or Job Number: 136DCS100 Ply:1 SEQN:622377/T37 1 SY42 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 4 FROM:bJH Truss Label: FT11 DRW: Wgt:155.41bs / ... 11/10/16 8'1"4 10'1"4 20'11"B 81 4 2' 10'10"4 -3.,12 '3 112 V3'12 1'2"12 17' 2 1 3'12 s III2X4 =2X4 =5X6 W=3X4 1112X4 =6X8 1112X6 1116X6 =5X6 =4X4 III2X4 =5X6 1112X4 3"a ACA B C 0 E F G H I J K L M N 0 P � =2X4AD + �1 3'9 AA Z Y X W V U T S R Q A8 =5X8 =6X8 -5X10 =6X6 =5X6 =5X6 W=3X6 1 • 20'11"8 Loading Criteria(psf) Wind Criteria Snow Criteria ft,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 Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.424 H_ 578 360 AS 1139 /- i- 1- !- 17.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT TL: 0.663 H 370 240 Category:NA ( ) Q 1153 J- 1- 1- l- l 4.0 BCDL: 5.00 g A Snow Duration:NA HORZ(LL): 0.054 Q - - AB Min Brg Width Req= 1.5 EXP:NA Des Lc: 55.00 HORZ(TL): 0.085 Q - - Q Min Brg Width Req= 1.3 NCBCLL• 10.00 Mean Height:NA ft Code/Misc Criteria Creep Factor:1.5 Bearings AB&Q are a rigid surface. TCDL:NA psf p g Soffit: 0.00 BCDL NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0,583 Bearing AB requires a seat plate. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.781 Spacing:24.0" C&C Dist a:NA ft Rep_Factors Used:Yes Max Web CSI: 0.632 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. 1:NA GCpi:NA Plate Type(s): A-B 1 0 1-J, 0 D Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.2D B-C 0-2009 I-K 0 -4429 Lumber C-D 0-3538 K-L 0 -3531 Value Set:13B(Effective 611/2013) D-F 0-3538 L-M 0 -3531 E-F 0 0 M-N 0 -3531 a Top chord 4x2 SP#1 F-G 0-5132 N-0 0 -2008 Bot chord 4x2 SP#1 G-H 0-5154 O-P 3 0 Webs 4x2 SP#3 H-I 0-5146 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(Ibs) Plating Notes Chords Tens.Comp. Chords Tens. Comp. All plates are 4X6 except as noted. AB-AA 1118 0 V-U 4804 0 AA-Y 2869 0 U-T 0 0 Camber Z-Y 0 0 U-S 4103 0 Max JT VERT DEFL•LL:0.42"DL:0.29".See detailt+�fj /f Y-X 4206 0 S-R 2869 0 DEFLCAM81014 for camber recommendations. $ ' ,• 'MA �a+�` X-W 5154 0 R-Q 1116 0 W-V 4803 0 Additional Notes + .,A ` ' +2x6 continuous strongback.See detail STRBRIBR1014 for bracing and bridging ft * w ,'f`rs Maximum Web Forces Per Ply(Ibs) AND �, p�,'�`E.82- >E � Webs Tens.Comp. Webs Tens. Comp. recommendations. # . o, " ' *" AC-AD 0 -3 W-1 756 6 Webs are square cut except dbl diagonals or as +. , t" otherwise shown. ; A-AB 0 -42 1-U 0 -620 Ir Truss must be installed as shown with top chord up. * AB-B 0-1556 U-K 453 0 . B-AA 1240 0 K-S D -777 y' *A AA-C 0-1195 L-S 0 -74 �" `• `r1�*�ruy'� C-Y 909 D S-N 901 0 7r +q�' D-Y 0 -106 N-R D -1197 F-X 1328 -900 O R_Q O 1240 -1556 X-G 0 -638 Q-P 0 -15 it0000+nf000sat'46sodica�;�croas H-W 0 H-W 0 - 52 52 P-Q D -44 2 rhls item has boon aknuanlrsfy:{gnnd�sod sealed by Msm sl taattlnac, PE(=L Lw-o411911=the czw shown abauo Laing a 5Hh•l nut7teotitatfnn cads. , "WARNING** READ AND FOLLOaA114i eVUzkL6TAd(kcWd9kiYdAG6gp,naanesaskd "IMPORTANT** FURNISH THIS DRAWING TC),A ,l MNaZRA1&Efid!?SOICutsUlLMGdE4hiQNSi AkLERS russes require extreme care in fabricating,handlin',shippin Winstailing and bracing.•Refer to-and follow the latest edition of BCSI(Building omponent Safety Information,by TPI and SBCA)t9or safety practices prior to performing these functions. Installers shall provide temporaryry racing per BCSI.Unless noted otherwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ttached ri id ce'din . Locations shown for permanent lateral restraint of webs shall have bracin Installed per BCSI sections 83,87 or 1310, s-apphcab� rCpp�y' esto'eacrrface� tftfssand'position*''as*showrraboveand•orrlMe°Jair>�•11zEaits;�+3ntessnotedothel�vise: "i�eferta.' rawings 160A-Z for standard plate positions. Ipine,a division of ITW BuildingComponents Group Inc.s11a11 i\�oe Tesponsible for any deviation from this drawing any failure to build the ss in conformance with ANSIt IPl 1,o�tos handtimg slitppmg,ittstallaUon and bracing;of trusses.A seal on this rsr'awtng or cover pa e, ttiagtllisdtawing,indtca<es accepptartce of rolfesstonal engtneertngg.tesponstbU'tty sotely•for,the des'fgn shown. The su'+�ablttiy nd Use of this drawing for any structure is 1�ie responsiai\tty of the 8uitdmg Desegner per yANSi(TPI'1 Sec.2. Qin1�1e1h�06S18�10h5ee\h\5 Ob5 enetalnoleS a eand%h%p Vbs%tes.P.LptNE'• er++•a1 tnetw.com TPe.wvtva;nstot SeCP.v vseunaust .c°m Ice. +i��ase'°r Job Number: 136DCS100 r 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW City: 1 FROM:DJH Truss Label: FT12 Wgt:100,8lbs 1� 4"4 1 4 (TYP) 2X4 W=3X4 =2X4 ( "8 A B C D E F G H I J K L M N O P AH4 =2X4 At _t r88 ;'; I R AG AF AE AD AC AB AA Z Y X W V U T S W=3X4 e 18'11"8 _I 18'11"8 _I Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl1CS1 Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udell U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 P 999 360 AG*109 /'- /- /- /- /225 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 P 999 240 AG Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.001 P - - Bearing AG is a rigid surface. Des Ld: 55.00 EXP:NA Mean Height:NA it Code P - - 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: 0.090 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 1-1 0 1 Spacing:24.0" C&C Dist a:NA It Rep Factors Used:Yes Max Web CSI: 0.035 B-C 0 -1 J-K 0 1 Loc.from endwall:NA FT/RT:20(0)110(0) Mfg Specified Camber: C-D 0 -1 K-L 0 1 1:NA GCpi:NA Plate Type(s): D-E 0 -1 L-M 0 1 Wind Duration:NA WAVE VIEW Ver:16.01.01B.0614.20 E-F 0 -1 M-N 0 1 Lumber F-G 0 -1 N-O 0 -1 Value Set:13B(Effective 61112013) G-H 0 -1 O-P 0 -1 H-1 0 -1 Top chord 4x2 SP#1 _ Bot chord 4x2 SP#1 Webs 4x2 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 AG-AF 1 0 Y-X 1 0 Bracing AF-AE 1 0 X-W 1 0 AE-AD 1 0 W-V 1 0 Sheathing is required for any longitudinal(drag) AD-AC 1 0 V-U 1 0 forces.All connections to be designed by the building AC-AB 1 0 U-T 1 0 designer. � � $ AS-AA 1 0 T-S 1 0 Fasten rated sheathing to one face of this frame, t # #gip AA-Z 1 0 S-R 1 0 Plating Notes5yr= * 1� +"�;q`w,r, Z-Y 1 0 All plates are 2X4 except as noted. q,' 4y� + ** Maximum Web Forces Per Ply(Ibs) Additional Notes Webs Tens.Comp. Webs Tens. Comp. NO 041162 Webs are square cut except dbl diagonals or as ,O`w AH-AG 0 -10 P-R 0 -47 otherwise shown. .". • A-AG 0 -53 Q-AI 0 7 Truss must be installed as shown with top chord up. 4. f i* ti Maximum Gable Forces Per Ply(tbs) ~� x4STATE OF + Gables Tens.Comp. Gables Tens, Comp. �w'_,t+%' • ' B-AF 0 -143 J-X 0 -133 C-AE 0 -131 K-W 0 -133 04' D-AC 0 -133 M U 0 -134 r ff'r11t44,0l F-AB 0 -133 N-T 0 -129 SERIAL 9' G-AA 0 -133 O-S 0 -152 700 00 0100 40 tat 4b 8e Sa 41 ca 99 1C f0 3$ I-Z 0 -133 rots item has 6ecr.arecvaniv3}y syy-neC snc scald Ey Mana:'•al rtarttnaru PF.{:L.13a.AA T383f an tncastr shown a6ave Kinµ a SNk•I aut�ertkat(aa caaa: **WARNING** READ AND FOLLO,Y>ALj f QTFLS, d cdaneuslee —IMPORTANT** FURNISH THIS DRAWING TOarMW6GQN AfubGdR&.4NG.}tWLIiMGaT�HWNStKLLERS Trusses require extreme care in fabricating handling shippingpirstalling and bracing. Refer to and follow the latest edition of SCSI(Building brscingnper[3 ceiliInformation,shownlfo op Choror shallehaVerpr�olperly attachperforming ru aI sheathing and bottom chOrdashall ha have propf efly attachec{a a ceiJing. Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCS!sections B3,87 Or 1�jQ as applicable gpprY later to each face orPtruss and position as shown above and on the JOIn Details, unless noted drawings,460A-Z.for.stand Alpine,a division of ITW gu7din�Co sotnoennis OtherWlSe, stirs m conformance with gNSIl�P! p Group Inc shah not be res onsible for any deviation from kefef t0 g this drawin indl 1 or for handlin and use of this ti cafes acceptance of 9 ShrPpiRg installation and bracing of trusses. a F r more info cawing for an t prol`e5sI0Ra1 g this drawin rmatJon see this'pb's Y 5 ruCCure 1S f�e reS eR iReerin A seal o nY failure t o h f enera!notes pORSlblfl responsibility solely for fhe d his(�a� '"�flQi(h�1 a e and these web sites:ALPlN Of the�uilding Designer wwwwat lneilwcom "I'll, PerANS#TPl j lgn ShQ, t erpd wwwl Nst 0 CA: sac 2 nI N �sbcindus � r e sUia�i/I • `t 'ta � Job Number: 136DCS100 Ply:1 SEQN:622383/T44/SY42 \ 4EFB-Flora"D"OL OW/DR Horton/4EFB-Flora"D"OL OW Qty: 3 FROM:DJH DRW: Truss Label: FT13 Wgt:128.8 Ibs / ... 11/10/16 \ - a{--2'5" 2,6"12 2'6n12 2'6"12 2'6"12 2-6-12 2'5"12 W=3X4 =4X12 =3X6 =3X4 =3X6 =4X4 =4X10 =4X10 A B C D E F G H I • T v j_2X4 a,.8 + =7S 2X4 17S�2� 3"8 W V U T S R Q P O N M L K =3X8 1112X4 =3X4 =3X4 III2X4 =3X4 1112X4 =5X6 =3X6 W=H0308 18'11"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): 0.279 R 774 360 W 1026 1- 1- /- /- /4.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.436 R 495 240 X 1045 /- /- /- !- 17.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.046 L - - W Min Brg Width Req= 1.3 Des Ld: 55.00 EXP:NA HORZ(TL): 0.071 L - - K Min Brg Width Req= 1.5 Bearings W&K are a rigid NCBCLL: 10.00 Mean Height:NA ft id surface. Code I Misc Criteria Creep Factor:1.5 9 9 TCDL:NA psf Bearing K requires a seat plate. Soffit: 0.00 BCDL:NA psf Bldg Cade: FBC 2014 RES Max TC CSI: 0.466 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.693 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.586 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 0 -1056 E-F 0 -3644 Wind Duration:NA WAVE,HS VIEW Ver:16.01.01B.0614.20 B-C 0-2495 F-G 0 -3310 Lumber C-D 0 -3379 G-H 0 -2415 D-E 0 -3644 H-1 0 -843 Value Set:13B(Effective 6/1/2013) Top chord 4x2 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 4x2 SP#1 Chords Tens.Comp. Chords Tens. Comp. Webs 4x2 SP#3 Lumber value set"l38"uses design values W-V 229 0 Q-P 3617 0 • approved 1/30/2013 by ALSC V-U 1919 0 P-O 3617 0 U-T 3074 0 O-N 2991 0 Plating Notes T-S 3074 0 N-M 1783 0 All plates are 4X6 except as noted. S-R 3644 0 M-L 1783 0 R-Q 3617 0 L-K 0 -11 Additional Notes lid#!�/ STRBRIBtinuous R1014 fora recommendations. ing a debridging e detail recommendations. ��� � �ti Maximum Web Forces Per Ply(Ibs) \ Webs Tens.Comp. Webs Tens. Comp. ��'yn��'lJ p.°..wry*°f•�',gV� ®�{ Webs are square cut except dbl diagonals or as S 1 SZ . �� A-W 0 -36 F-P 19 0 otherwise shown. �. ; « r A-V 1191 0 F-O 0 -417 Truss must be installed as shown with to u No 047182 W-A 0 -761 O-G 443 0 P chord p' • °� '"' W-A 0 -254 G-N 0 -802 V-B 0-1200 N-H 859 0 * ' B-U 801 0 H-M 28 0 ^'"'� • ;�'Oi U-C 0 -787 H-L 0 -1277 1 STATE OF C-T 20 0 L-I 1230 0 .•_w, C-S 415 0 1-K 0 -256 ~� °'+`� • + '`4 S-D 0 -369 I-K 0 768 ��� �•' ,�k � ti '_' ti � D-R 47 0 J-X 1 -11 f��✓ `rtY r R F 51 0 a iYiiilltMt<i�0 SERIAL a: 7100 00 0100 00 01 4b 8e 5c d 1 ca 991c f0 36 This item has lsoan Nectroniutly s�.nac sne saalacby MamL iMarnneq PE IFL,Uc.04Tsa31 an mo cafe shown above using a SHAM authentttatlan caoa. `*WARNING** READ AND FOLLO��#c�1114kTF�ScQ@InF#dIa�621�N1!1A1LaGgnacanduskd **IMPORTANT** FURNISH THIS DRAWING TG AbioGGNZRAR:E(@ JLS9NriLW.DR4GdEldEy StTh-LERS Trusses require extreme care in fabricating,handling shippingpinstalling 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 otherw'ise,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 ttussancfi'position°•asshowry above°and omthe•Jotnt Details,'cmless�noted otherwise Deter ta'• 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 shippingg,installation and bracing of trusses.A seal on this tlrawbng or cover page, listing this drawing indicates acceptance of professional engbneer'rnQ responsibility solely for the design shown. The suiiabblbty 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 t inst.or•SBCA:www.sbcindust .cam:ICC:www.icrsafe.or a -ment Detail ight, Enclosed, Exposure C, Kzt = 1.00 .latty Enclosed, Exposure C, Kzt = 1.00 ,closed, Exposure D, Kzt = 1.00 ,'o.rtlally Enclosed, Exposure D, Kzt = 1.00 . 'L' Brace ■r (1) 2x6 'L' Brace w (2) 2x6 'L' Brace xv Bracing Group Species and Grades) Group A Group B Group A Group B Group A Group B Group Al N>, . ]0' T 9' 8' 1' 9' 3' 9' T 12' 2' 12' 8' 14' 0' l4' 0' S ruce-Pine-Fir Hen-Fir -N SP al / a2 Standard a2 Stud J #3 rL 3' 8' S' 9' 6' 2` 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' a3 Stud n3 Standard O I I� Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' fl Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' 1' 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' Dou las Fir-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' n3 43 I` S P #2 3' 10' 6' 7' 6' 10' 7' 9' 8' I• Stu Stud 9' 3 9' 7 12' 2' 12' 8' 14' 0' 1q' 0' d I #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' to, 11' 11' e' 14' 0' 14' 0' Standard Standard (U D F L Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' P. 9' 7' 10, 1l' 11' 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8• 10' 4' 13' 1' 14' 0' Group BI U S P F 41 / 42 4' 5' 7' 6' 7' 9- 8' 10, 9' 3' 10' 7' 11' 0' 13' It' 14' 0' 14' 0' 14' 0' Hen-Fir i _ #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' to, 10, 13' 9' 1 14' 0' 14' 0' 14' 0' al 4 Btr U Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' to, 10' 13, 9' 14' 0' 14' 0' 14' 0' N1HF ! O Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' e' 10' 5' 10' 10' 12' 8' 13' 7' 14' 0' 14' 0' Dou l.s Flr-Larch Southern Plne.w■ #1 4' 7' 7' 7' 7' il' 9' 0' 9' 4' 10' 8' ll' 1' 14' 0' 14' 0' 14' 0' 14' 0' at at S P #2 4' 5' 7' 6' 7' 8' 10, 9' 3' 10' 7' 11' 0' 13, 11' 14' 0' 14' 0' l4' 0' a2 a2 143 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' to, 6' 1 10' 11' 13' 4' 14' 0' 14' 0' 14, 0' Ix4 Braces shot( be SRB (Stress-Rated Board). D F L Stud 4' 4' 6' S' 6' 10' 8' 6' 9' l' 10' 6' l0' 11' l3' 4' 14' 0' 14' 0' 14' 0' ...For 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' l4' 0' Industrial 45 Stress-Rated Boards, Group B P r #I / #2 4' 10' 8' 3' 8' 7' 9' 9` 10, 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14, 0' values may he used with these rades. d r #3 4' 7' a' 2' 8' 5' 9' 8' 10, o' 1r 6' 12' 0' 14' 0' 14' o' 14' 0' 14' 0 Gable Truss Detail Notes; U u Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' I4' 0' 14' 0' 14' 0' 14, 0' Wind Load deflection criterion Is L/240, - f� Standard 4' 7' 7' 0' T S' 9' 4' 10' 0' I1' 6' 12' 0' L4' 0' 14' 0' 14' 0' 14' 0' Provide uplift connections for 75 plF over X #1. 5' 1' 1 8' 5' 8' 8' 9' 11' 10' 3' 1 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' e' 7' 9' 9' to, 2' 11' 7' 12, 1' I4' D. 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlockers 03 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' with 2' D' overhang, or 12' plywood overhang, D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' 11 7' 12' 0' l4' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' Ill 8' 8' 9' 3' li' b' 12' 0' 13' 7' 1 14' 0 14' 0' 14' 0' Symm Attach 'L' braces with 10d (0.128'x3.0' min) nails) About) 31E For (1) 'L' brace, space malls at 2' ac. able Truss In to' end zones and 4' o.c. between zones. Diagonal brace option, )K§For (2) 'L' braces, space halls at 3' o.c. vertical length may be n1nini In 18' end zones and 6' o.c. between zones. doubled when diagonal j 'L' bracing must be a minimum of 80% of web brace Is used. Connect I r member length. diagonal brace for web I Gable Vertical Plate Sizes t each entl, Mnx web II Brtotal length Is 14'. Vertical Len th No Slice 2x6 DF-L a2 or Less than 4' 0' 2X3 better diagonal Greater than 4' 0', but 3X4 Vertical length shown braces single less than 11' 6' In table above. or double cut ' Greater than 11' 6' 4X4 45• (as shown) at * Refer to common truss design for I upper end. peak, splice, and heel plates. 77 ontinuous Bearing lilt Ill�l +��. Refer to the Building Designer for conditions Connect diagonal at Sett +:+t n th not addressed by this detall, midpoint of vertical web. Refer to chart above for a:� 6{� � l'� 9 oNGW REAR AND FOLUW ALL NOTES IN THIS DRAVINGI ••IMPORTANT>•.VARNIFURNISH THIS CRAVING TO ALL CINTRACTORS INCLUDING TIE INSTALLERS. �\Q�� �GENS' 2 �% REF ASCU-10—GAB160l5 Trusses require extreme care in Fabrlc.ting,handling,shipping,Installing and bracing. Re fen to and �`� �� Fall.•the latest edition of Bcsl(Bu6dno Component Safety Information,by TPI and SBCA)£.r`.sar.ty l DATE 10�01�14 practices prior to ia—farnng these functions. Installers shall provide tenpor.ry braclno per PeSL _ Nl Unless noted otherwise,top chord shall have properly attached structural sheathing un0 botton chord shag have.properly attached Igld ceillno. Locatl—shown for permanent lateral restraint of webs ='* / '( DRWG A16015ENC101014 a FI �� Fr•� shall have bracing lnstall¢a per BCSI sections th J or DBIC,etails, ils applicable.no Apply prates to each face / f IILII==(� lII l'�1 of truss antl position as shown above and on the Joint Details,unless noted otherwise. Refer to drarings 160A-Z for standard plate positions. / +1Tr- Atpine, division of ITV Building Components Group Inc.shall of be responsible for y devl.tlon from t iti )� /1N ITW COMPANY tN draring, y Failure to build the truss In conformance with ANSI/TPI 1,or for handling,shlppin0, t� +P,- installation d any F trusses. i .` MAX, TOT, LD, 60 PSF nglneerl an this dralAng or imci esponsbNty solelyver farpthe Ide an this hown.aThhe sultablilty,indicates and pse of this drace of wing '° `. \ 1226Ean UCit cM0 fiD045 for any structure Is the rrsporslb0.lty of thjae Building b's general ngteS pnge per Acnd tlese e61 sites, ''a�•�nnq.•,, p0.�ltl\\\ For more information see this ALPINE,.wAfpineltwcon)TPB rrw.tpinst.arg)SBCA,wwrsbcinductry,oro)rco wwwjcccaFe.org MAX, SPACING 24.0' Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = LOD 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 ' 2x4 Brace (1) Ix4 'L' Brace ■ (1) 2x4 'L' Brace x (2) 2x4 'L' Brace ■w (1) 2x6 'L' Brace ■ (2) 2x6 'L' Brace Ko Bracing Group Species and Grades, r Gable Vertical No pacing Species Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group At S #1 / #2 3' 8' 6' 3' 6' 6' 7' S' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' S lute-Pine-Fir Hem-Flr #1 / #2 IStandard 1 02 1 Stud <J #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' l' 11' 3' ll' I1' 13' 7' 14' 0' p3 Stud #3 Standard Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' 11' 13' 7' 14' 0' Standard 3' 6' 4' 7' 4 11 6' 2 6 7 81 4 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' Dou las Flr-Lorch Southern Plnewww QJ 12' 2' 13, 11' 14' 0' a3 #3 #1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' stud stud J S P #2 3' 8' 6' 1' 6' 6' 7' S' 7' 8' 6' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' Standard Standard ci 113 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10' 1' 10, 10, 13' 8' 14' 0' cv D F L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13, e' 14' 0' d Group BI Standard 3' 3' 4' 3' 4' 7' S' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' P U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' Hen-Fir Ill 4 Btr _ S P f #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' 0 1 U u Stud 4' 0' G' 7' 7' 0' 8' 4' 8' 8' 9' it, 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' Ql O I� Standard 4' 0' 5' B' 6' 0' 7' 6' 8' 0' 9' ill 10' 4' 11' 10' 12' B' 14' 0' 14' 0' Dou Ins Flr-Larch Southern Plnewxw #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10, 2' 10' 7' 13' 5' 13, ill 14' 0' 14' 0' a1 al S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10, 6' 13' 3' 13' 9' 14' 0' 14' 0' #2 #2 43 4' V 5' 11' 6' 4' 7' It' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Ix4 Braces shot. be SRB (Stress-Rated Board). c--i D F L Stud 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 1 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' xmFcr 1x4 So. Pine use only Industrial 55 or Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' 11' 0' 11' 9' 14' 0' 14' 0' Industrial 45 Stress-Rated Boards.Group;B #1 / 42 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 lades. d S P F #3 4' 5' 1 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Gable Truss Detail Notesi u Lf u F Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' it' 5' 14' 0' 14, 0' 14' 0' 14' 0' Wind Load deflection criterion Is L/240. 0 f l Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, I1' 11' 5' 13' 7' 14, 0' 14' 0' 14' 0' Provlde uplift connections For 135 plf over X 41 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' I1' 8' 14' 0' 14' 0' 14' 0' 14' 0' continuous bearing (5 psf TC Dead Load). d S P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' Ill 1' 11' 6' 1 14' 0' 14' 0' 14' 0' 14' 0' Gable end supports load from 4' 0' outlookeEs #3 4' 6' 6' 10, 7' 3' 9' 1' 9' 7' It' 6' 14' 0' 14' 0' 14' 0' 14' 0' with 2' 0' overhang, or 12' plywood overhang. D F L Stud 4' 6' 6' 10' 7' 3' 9' V 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 1 4' 5' 6' V 6' 5' e' 1' 1 8' 7' 10' 11' 1 11' 5' 12' 8' 13' 7' 1 14' 0 14' 0' ASymm b {1^^out r Attach 'L' braces with 10d (0.128'x3.0' min) nails 31( For (1) 'L' braces space nails at 2' o.c., able Truss In IS' end zones and 4' o.c. between zones. )I()(For (2) 'L' bracesi space nails at 3' o•C. Diagonal brace option, In 18' end zones and 6' o.c. between zones, vertical length may be doubled when diagonal 18' X 'L' bracing must be a minimum of 807 of web brace Is used. Connect I member length. diagonal brace for 690# 'L' at each end. Max web Brace Gable Vertical Plate Sizes total length Is 14' Vertical Len tin No S llce 2x6 DF-L tt2 or Less than 4' 0' 2X4 I better diagonal r -�'- Greater than 4' 0', but 4X4 less than 12' 0' Vertical length shown brace, -Ingle 18' In table above. or double cut ,1 45' (as shown) at L + Refer to common truss design For j upper end. peak, splice, and heel plates. 4 ontlnuous Bearin9 Refer to the Building Designer for conditions Connect diagonal at I ' 1 ll llllllllll not addressed by this detail. mid oint of vertical web. Refer to chart above for max gmble ri!(NNy length. uVARNINGI..READ AND FOLLOW ALL NOTES ON THIS DRAVINGI �N% ' /� ..avORTANT..FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. L Tl REF ASCE7-10-GAB16030 /^\\ Trusses require eet—ne care In fabricating,handling, hipping,Instolono and bracing. Refer to and s' , - `�EI'VSL� ���� DATE 10/01/14 Y V Follow She latest edition mi BCS[(Bulltling Component Safety all provide a TPIor and STICAbracing for Safety _ proc:,ces prior to performing these iunctlons. Installers small provide tenporory bradng per SCSI. �� � t Unles noted otherrlse,top chord shall have properly attached structural sheothing and bottom chord No "- * DRWG A16030ENC101614 shoo have a properly attached rigid ceiling. Locations shorn For permanent lateral restraint of webs IT �lJ r� ri� phall hi Ge Ind ppo&l lon attedss per SCSI sections on the j or 21o,Details, as applicable. Apply platys to each face = r III II�ILLLIIILIr-� I�1�\\V\i.III of tru antl Itbn as shorn above and on the Joint petals, less rated otherwise. -.,,et to draMgs 16OA-Z for standard plate positions. �// Alpine, dlvlslon of ITV Bullding Components Group Inc.shall not be ponslble for y devlatbn from T'ATE OF AN ITWCOMPANY Lhis drawing, y Failure to bAd the truss in conformance with ANSI/TPI 1,or For handling,shiPPhR. ��MAX, T❑T, LD. 60 PSF ,w Instauatlon a tiracing of trust¢-. � A seal on this A-orino ar cover page I stb,g this ei h,o,Indicates. :ePtance of Prof essbnal O O p ` �.(�� ngin 'ring responslbhlty solely for the design shoat_ The sultnbRlty a d of this drnrtp �. r,ti - `rt �+ fm any structure Is the responslWUty of the B�IIdInQ[leslpner per ANSI/TPI 1 See2. - - 133HBLakclronlDrrv` For more Information see this job's al notes pa and these web sites lam. !( 4+'`J•• fat Ennh City.MD 63046 .s general a` !%� E fQ�i Fl`- 1!j>,>t MAX, SPACING 24,0' ALPINE-.r,alpineltw.conl TPh rrr,tpinst.orgl SBCA�r sbdntlustry.orgl ICG r.rJccsnFe.org !(/ U a r r Gabe Detail _ For Let-in Verticals Gable Truss Plate Sizes Svm. 4. Refer to appropriate Alpine gable detail for About minimum plate sizes for vertical studs. (E)Refer to Engineered truss design For peak, splice, web,and heel plates, * @If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Gnb(r + 2X4 Vertical Examples Length 2X4 j r2X8 'T' Reinforcement Attachment Detalt 'T' Reinforcing 'T'Reinforcing Member Member + i• Toe-matt -•Or - End-nalt t .t, + To convert From 'L' to 'T' reinForcing members, Provide connections For uplift specified on the engineered truss design, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Attach each 'T' reinforcing member with End Driven Nails Maximum, allowable 'T' reinforced gable vertical 10d Common (0.148'x 3,',min) Nails at 4' o.c. plus teng:h is 14' From top to bottom chord. (4) nails In the top and bottom chords. 'T' reinforcing member material must match size, Rigid Sheathing Toenalled Nails- specie, and grade of the 'L' reinforcing member, lOd Common (0,148'x3',min) Toenails at 4' o.c. plus eb Length Increase wl 'T' Brace 4 Mail: 14) toenails In the top and bottom chords, 'T' Reinf, 'T' T, This detail to be used with the appropriate Alpine gable detail for ASCE Mar, Size Increase Reinforcing wind toad, 2x4 30 Menber 2x6 20 ASCE 7-05 Gable Detntl Drawings Example, A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph Gable Nnits A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 fit, Kzt = 1.00 Truss Spaced At ASCE 7-30 Gable Detail Drawings Gable Vertical = 24'o.c. SP #3 4' ox, A1151SENC10IO14, A12015ENC101014, A14015ENC101OL4, A16015ENCIOi014, 'T' Reinforcing Member Size = 2x4 A18015ENCIO1014, A20015ENCIOl014, A20015END101014, A20015PED101014, 'T' Brace Increase (From Above) = 30% = 1,30 A11530ENC10T014, A12030ENCIOIC14, A14030ENC101014, A1603CENCIDID14, (1) 2x4 'L' Brace Length = 8' 7' A18030ENCIDIO14, A20030ENC101014, A20030END101014, A2003OPED101O14 Maximum 'T' Reinforced Gable Vertical Length 1,30 x 8' 7' = 11' 2' See appropriate Alpine gable detalt for maximum unrelnForced gable vertical length,11 4 Nail Ceiling -VARNiNGM READ AND FOLLOV ALL NOTES ON THIS GRAVING{ tell nn,2� n,� REF LET`IN VERT raIWCRTANTar PLQNMH THIS DRAVING TO ALL CONTRACTORS IHCLUDM THE INSTALLERS, �v�' Trusses require extreme care in fabricating,handling,shlpping,installing and bracing, Refer to and yf factor the latest edition of BCS3 CHuridtng Conpom¢nt Softy/nfornatign,by TPI and SHCAI for safety ,?, �/ DATE 10/0I/14 _ practices prior to performing these functions, Instatters sholl provide temporary bracing per BGSL 4`�T 1 `Uytj;t•., i(t unless noted otherwise,top chord shop have properly attached structural sheathing And bottom chord 'l, '�.a DRWG GBLLETIN1014 shntl hnvt A properly attached rigid ceiling. Locations shown for permanent lateral restraint of webs shaft have bracing installed per BCS1 ceCtwns 83,67 or BID,a5 apptkable. Apply piates to each face of truss and position as shown above and on the Joint Details,unless hated otherrisr, „f 'Q (���� . Refer to drawings 16OA-Z for standard plate positions. y AN ITIA COMPANY Alp he,n dvWan of ITV Bufidino Components Grow Inc,shot(not be espy-49t,for ony deviotlon from /J/ � this draring,ony failure to bUW the truss in conformance with ANSI/TPI 1,or for handting,shipping, L bracing of �aT'x1TE OF NIX TOT, LD, 60 PSF fnstntlatbn trusses A seat on thl.ding or cover page listing this drawing,indicatts acceptance of professional {j emgYxerLg rtsponsthNty solely for the design shorn. The a„te:III", binty and a:e of this drarhg SJ3� ''�'�t �}�'j tL BUR, FAC, ANY 2338g WRetrnnt Driva far any structure is the respansbitity of the BUWLV Designer per x TPI!See2. %Vfi � , M063445 For more✓»formation see this Job's general noses png¢and these sea sites, ,r� [« j�,,� F Earth city, ALPINE,wwwAlpfneitxcgni 1Pp wrw.tpinetorgf SBCM rrr.sbrindustry.grgl ICE<rrrlccsafe.org fi/+� ••yE.)'�: MAX, SPACING 24,Q ' Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1.00 Top Chord 2x4 SP #2N, SPF #1/#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, sane species and grade or better, attached with lOdbox (0,128' x 3.0') Halls at 6' o,c, In lieu of 'T' reinforcement, 2x4 Continuous XX Attach each valley to every supporting truss witht Lateral Restraint applied at mid-length of web is permitted with diagonal (2) 16d box (0,135' x 3.5') nails toe-nailed 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 valleyset must be braced with! Or properly attached, rated sheating 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 Purlins at 24' o,c. or as otherwise specified on engineer's sealed design Bottom chord may be square or pitched cut 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 x*w Note that the purlin spacing for bracing the top chord of the truss separate 2x4 members. beneath the valley is measured along he 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', 4X4 2X4 3X4 Valle 12 12 Mnx,f Spacing 2X4 X4 y Optional, Hip Pitched Cut Square Cut Stubbed Valle 0 oint Detail �--8-0-0 max--� Bottom Chord Bottom Chord End Detail Valley Valley 4X4 oe-y ailed o m n T u e 12 t 2 ' o, 12 Max. X3 ll S t 1X3 6-0-0 ��\C` n 4 1X3 5X4 SPL (Max Spacing) iX3 2X4 I? SQ Common T usses Partial Framing 20-0-0 (++) -l at 2 ' o.c. Plan Supporting trusses at 24' o,c, maximum spacing, `',i„Illlttttrr"' VALLEY DETAIL ..VARNDQ"READ ANB FOLLOV ALL NOTES ON TM HRAvtrr,l ���` �� �T?p+`'/,, TC LL 30 30 40PSF REF oWEXTANf..FLWfiMH TWS MAVM TO ALL CONTRACTORS IN JANG TIE INSTALLERS. ,� r 014 Trusses vulrr rxtrrne cart to fnbrkating,handling,shipping,Inst¢IOng d brnGnB• Refer So ontl �� , r,f•�`•`^• C DL 20 15 7 PSF DATE 10/O1/2 folios the latest edWon of BCSI CHWlding Canponent Safety Infornotlon,by TPI and SBCA)for safety ��T R '4ti/\t. efi'• 01014 practices prbr to perfornincthese functtone. Installers shall provide tenpprory hraeMB Der eCSf. C.1 \✓ , VAL1601 unless anted otn.rrme,top hard sha,have property attachetl strucSwol:heatntnB and hotto chord _ 6" f,r~~' ~.� B£ DL 10 10 10 PSF DRWG shall have properly¢tt¢ched rigid celllnp, locations shorn far pernanenS toter¢( estrnlnt of bs �''^ (—�' shalt have brnc4p Instolletl per BCSI sectWns 83,H7 or B18, applkoble. APPIY Plates to each foes _ f ,, g LL 0 0 0 PSF C] IIL'fL-._—�-, f truss and pocltlon as shorn above d pn the Joint Ortdls,u+less noted othardse. 6 ' � Refer to tlrarinps 160A-Z for stAndard plate posRlnns. _ 9 T_L-1T, LD, 60 55 57PSF Alpl divirton pF IN BWldinB CDnpanents Group Tnc.shalt t be panslble for r devmslon iron _ ' TAT OF )p1g ,tt't tl'w ODMPAt�1' this drarinp,any(allure io build the truss In conFarnnnee rlth ANSI/TPI 1,ar for Fwnd8n0,shlppin0• �r. •"' L t, Instail¢tWn L br¢c4g of trusses, �' A seal on tsp drM or cover page Ustk,g sho dra Th Mldc¢tae¢eceptance of profasslanal �% ' / r tii',(; engineering responsMUty sorely Fa the design snorn me suKab J%y nd of tNs arorhg �. q_ `t,1 vV UR•FAC.1.25r 1.33 1.15 1.15 For any structtre is the rarpo My of the H ,A g Beslgner per ANSI/TPI 1 See2 �� '! 733B94akelront Orrve this For nose Infornatlan see h•s ener¢l notes ppage and these reb sites SPACING 24.0' Earth City,M0630d5 pLPINE�rrr.nlpinrltr.cont TPU rrr.tpins argi SHCPo rrrsbdndurtryargt ICQ YMIACCGafeArg !. L?t, '\^ �� s a '•ri 1171111tiijx'3„ A Op CLR Reinf orcing Member Substitution T—Reinforcement This detall is to be used when a Continuous Lateral Restraint (CLR) or p s L—Reinf !l. or f. Is specified on a truss design but an alternative web ;.- ,, �. reinforcement method is desired, L-Reinf, Apply to either side of web narrow face, Attach with 10d (0,128'x3,0',min) nails at 6' o,c, Reinforcing member is a minimum 807 of web Notes' 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 Size Restraint T- or L- Reinf. Scab Reinf, Scab Reinforcement; 2x3 or 2x4 1 row 2x4 1-2x4 Apply scabs) to wide face of web, 20 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face, Attach with 10d (0.128'x3,0',min) nails 2x6 1 row 2x4 1-2x6 at 6' 04. Reinforcing member Is a 2x6 2 rows 2x6 2-2x4OK) minimum 807 of web member length, 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6OK) 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, 00 Center scab on wide Face of web. ,Apply (1) scab to each face of web. wsIWMTANTws FLQNISH naSS READ DNG M ALL�CnITTRRAACCTCn INCLUDING THE INSTALLER& `\�.�`'� L, .�,t� ,,,� TC LL PSF REF CLR Sub Trusses requVe extreme care In fabricating,handling,shipping,Installing and bracing• Refer to and tt faIt..the latest edition of SCSI(Building Component Safety Information,by TPI and SBCA)for safety J��(� ,/ practices prior to performing these functlons. Installers shall provide temporary bracing per SCSI. `�1, ♦,'EIYtJ '?/�1 TC DL PSF DATE 10/01/14 Unless noted otherwise,top chard shall have properly attached structurol sheathing and bottom chord V shall have a properly attached rIgld telling. Locations shown for pe—.h,nt lateral restroint of rwbs pf.( • ' C DL PSF DRWG BRC BS11 shall hose brochig Instnlletl per above sections on the J nt Beta as unless no Apply plates to¢nth Face A ✓J/''/r L V�101 QI1t.11�1'LIrL-J-'j IILII��', f truss and p ilon os shorn.hove and on Yh¢Joint Betn4s, mess noted otherwise, 7S � - PSF 4 , Refer to drawings 160A-Z for standard plate posltl.ns. - $C LL Alpine, division of ITV Building Components Group Inc.shall not be responsible for any deviation fro, - AN fTWCOMPANY tins drawing,any failure to build the truss in c.nfornance with ANSI/TP[1,or for handling,shipping, Z.� f A 11F OF UT, LD, PSF Installation t bracing of trusses. I A seal on this drawing or cover page listing this drawing,Indicates acceptance of Professional engIneering resportslbatty solely for the design sham The sultabllity and use of this drawing 6 133B9 Lakefront Drive for any structure Is the responsibility of the Bulldlno Designer per ANSI/TPI I Seel, G6rc/Af yi r_ �:DUR, FAC, I for nore Information see this job's general notes page and these web sltesi �'y✓ i Earih City MO 53045 ALPINE,r .alpMeltw.comi TPI,wwetpInst.ergi SBCAI ewwsbcindustry.orgi ICO w—k-ofaorg t ivy` � ,�y ,� SPACING +++++efuluiuuNt`� lift— Cracked or Broken Member Repair Detail Load Duration = 07 This drawing specifies repairs for a truss with broken chord Member forces may be increased for Duration of Load or web member. Maximum Member Axial Force This design is valid only for single ply trusses with 2x4 or 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 (L) = 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 975# 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 1910# 1960# 2315# 2555# Nail into 2x4 members using two (2) rows at 4' o,c„ rows staggered. 30' Nail into 2x6 members using three (3) rows at 4' o,c„ rows staggered, Web or Chord 2x6 2230# 2365# 3125# 3575# Nail using 10d 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 36 2470# 2530# 2930# 3210# detail is limited to visual grade #1 and MSR grade 1650f. Web or Chord 2x6 3535# 3635# 4295# 4745# This repair detail may be used for broken connector plate at mid-panel spaces. Web or Chord 2x4 2975# 3045# 3505# 3835# 42' This repair detail may not be used for damaged chord or web Web or Chord 2x6 4395# 4500# 5225# 5725# sections occurring within the connector plate area. Broken chord may not support any tie-In loads. Web or Chord 2x4 4 8' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5260# 6095# 6660# s Hlnlnun L Distance 8 L L L 4' O.C. s Typical ~ L + O + O + O + O L O + O + O + O + Ninlnun It Distance St 2'agger L + = Back Face 10d Box (0.128' x 3', min) Nails: O = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Staggered Nail Spacing Detail I "MAI ♦l1t tic' Pif�. L ,.VARHINO" READ AND FOLLOW ALL NOTES 17i TH[S DRAVINGI _�`v -- REF MEMBER REPr IR ..IMPORTANT..FURNISH THIS DRAWING TD ALL CONTRACTORS INCLUDING THE INSTALLERS �+ o� Trusces require a trene care In Fabrlcating,handilnq,shIP11mg.Instalgnq and bracing. Refer to and �P Q\GENJ�� DATE 10/01/14 Folio•tha latest.dtlon of BCSI se Rolm Component safety Infornatlon,by TPI and SBCA)forsafety r..J> practices prior to performing these Functlons. Installers shall provide temporary brotlng per BCSI. No. �' Unless noted otherwise, top chord shall have properly attached structural sheatWnq and bottom char *, DRWG REPCHRD1014 shah nave a properly attnchad Igdl ceiling. Locations shown For permanent Intern.restraint of webs (I ��f\ F7r—� small have d position installed per BCSI sections the 87 r Det ils unless no Apply µatec to each face �. y{ a III III O 11llIF`\\V�I:JIIIIL`Lr=� f truss nd position as for s hove plate to the i oIsS Oeta0.s,unless noted otherwise. ,3`fi(TE OF Refer to drawings I60A-Z For standard plate positions. Alpine, &vision of ITV Building Components Group Inc shall not be responsible for any deviation from� �l � a AN ITVJ COMPANY this dro•lnq,tiny folure to build the truss In conformance with ANSI/TPI 1,or for hnndlhg,shipping, r l ♦ (A btstallatlon 6 bracing of trusc.s. , p A ..I on this drawing cover page listing this droving,Indcates acceptance f professional O/{S- O n l *'t/,e♦~ ngheering respansmllty solely far the design hown. The suitability Ind—of this drawing /4F. T` For any structure Is the responsAllity of the Bunafing Designer per ANSI/TPI I Sect. / -vQ�]h�/ E rth9 Lakefront Dn— For more Information see this,fob's general notes page and these web sItesi f / /`�1�('1�.�"+��♦♦ I ALPINE.w w.alpineltw.comi TPIi r...tpinst—gl Sli••w.sbdndustry.orgl ICCi ww.Jc...fe.arq //I//� Illll♦♦ SPACING 24,0' MAX THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' D.C. MAX. 'TANDARD BOTTOM CHORD FALSE FRAME DETAILS SPACING AND IOPSF MAX. CEILING LOAD., WITH THE EXCEPTIONS NOTED ON THIS SHEET D❑ NOT USE THIS DETAIL FORT 1, STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONSS, 2, INTERIOR BEARINGS AT ANY LOCATION ON 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. 7, VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'—O'), FILLER i 8, FALSE FRAMES ON CANTILEVER SECTIONS OF A TRUSS, 4' 0' OC MAX. LENGTH TO TRIM r EXISTING FILLER NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES GENERAL NOTES: NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL. LOAD CONDITIONS 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 OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, — USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION, — LOCATE VERTICALS AT 4'-0' O.C. MAX„ OR SEE NEXT OPTION. USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH — IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN — IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN + 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). APPLY REQUIRED BRACING (SEE BELOW). — OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX, 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 — JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) IOd 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 (0,113x2,5') 2 3' O.C. AT THE FALSE FRAME HEEL JOINT IF BRACING EXCEED 10'-0' O.C. FOR A SINGLE—PLY TRUSS BOTTOM CHORD. DESIRED, REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING — VERTICALS MAY BE JOINED BY (2) 3x6 TRUL❑X PLATES WITH (4) 11 GAUGE FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD (0,120') x1,375' NAILS INTO EACH MEMBER (ONE 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), •wVARNING".READ AND FOLLOV ALL NOTES(IN THIS WAVING] ,0, � ':, REF BC FILLER wwIHPORTANT>•w FURNISH THIS BRAVING TD ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to andf Follow the latest edition of SCSI(Building Component Safety Infornotion,by TPI and SBCA)for safety q' \GENSA. DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. +� Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord small have a properly attached IOItl ce0.ing. Locations shorn for permanent lateral restraint of webs: « _ _ DRWG REPBCFIL1014 d Lf1 shall have bracing Installed per BCSI sections B3,H7 or BIO,as applicable. Apply plates to each Face fr 11--IJ�Ifs\ 111� F truss and position o shorn above and n the Joint Details,unless noted otherwise. f u- Illl \�vll ILA Re Ftr to dra.lnps 160 as For standard plate positions. // Alpine,a divislan of ITV Building Components Group Inc,shall not be responsible for y devlution fro / STAiE DF ` AN ITW COMPANY this drawing, y failure to build the truss In conformance with ANSI/TPI 1,or For hondum shipping, r Installation 6 bra of trusses. q��Vt t ✓ (`-� A seal on this drawtrq cover page IL^ting this drawing,Indicates cccptamce f professional f-"J/'� / ('�V engineer4+g sponshoUty solely For the design shorn The sultabalty and uce of this drawing i `r,� �j V 13369 Lakefront Drive For any structure Is the responslAtty of the BuRdIng Designer per ANSI/TPI 1 SecZ ' Earth City,MO 63045 For more Information see this Job's general notes page and these web sites. '�N, t�li< ALPINE,w r,alpineltw.coni TPB wrt.tpinst.orgi SECA.w w.sbcindustry.org,ICG wwwjccsQfe.orp yy. _NAI° ,0 111111111. ' SCAB 2X4 OVERHANG 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 mean 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 TO 12 � 3L (x) L � 24' MAXIMUM 1 `tttUl,lH RA A •.VARNINGI.r READ AND FOLLOV ALL NOTES IN THIS DRAVINGI ��J ', TOTAL TOP CHORD REF 2X4 SCAB OR wDtpMTANTww FURNISH THIS➢RAVING TD ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In Fabrlcatlmg,handllnp,shlppinp,Instalgng and bracFig, Refer to and - �j. GEN$ tT''; LOAD NOT TO folio•the laust edlUon of HCSI CZ"Idlnp Component Safety Infor-tian,by TPI and SHCA1 for safety ` F DATE 10/01/14 practices prior to perforninp these functions. Installers 5ia11 provide temporary braUnB Per BC$I. '%EXCEED 40 PSF Unle s noted other.lse,top chord shall have properly attached strut<urnl heothing and button chard _ No/ (DEAD PLUS LIVE) DRWG ❑HSCB2X4101.4 shall have a properly ntt..,d Hold celling. Locatlons shown For permanent lateral restroint of webs = f' F! ��(� (!I� shnll have hraUnp Installed per HCSI cand on the J or Details, as unlessapptlm.bl..no Apply plow. to each face d III III O IIIIUUUIIII\\\\\VVVVVVI IIII IIL_= F truss and position as shorn above and n the Joint D¢tals,unless noted otherwise. _ / Refer to dror ps IliDA-Z for standard plate positions. A�.E CIF Alpine,a mvlslon of ITV Bullding Conponents Group Inc shall of be esponsble for any devlatlon fron AN[TWCOMPANY this dra•Inp,any failure to bulid the truss In confornance with ANSI/TPI L or for handllnp,sNppng, i Q Installatlan L brocing f trusses. A xal on this dro.lnp over pope listing this dro•Ing,Indicates acceptance of professional o q`. i englne¢rMp responsbNty solely for the design shown. The sUtabKlty nd se of thLs dra.lnp .. G ` n�` \\` DUR� FAC. 1.15/1�25 For any structure Is the responrbAky of the b AdIng Designer per ANSI/TPI I Sect /�4� 41' \\ Earah Cly.eM063frcat ODa6 For more Infornatlon see this Job's general notes page and these.eb sltes� Nq�, ,,.�`\ ALPINE,r w.alpinelt.,conl TPI,.w..tpinst.."N SHCAI.rw.tbclnduvtry.org,ICQ..w.1—afe.rg f/ff t\tt SPACING 24' 3 STRONGBACK BRIDGING RECOMMENDATIONS ►All scab-on blocks shall be a minimum 2c4'stress graded lumber.' BUTTSTRONGBACIC BRIDGING TOGETHER ►All strongback bridging and bracing shall be a minimum M"stress graded lumber." 4,-0• ►The purpose of strongback bridging Is to develop load sharing between individual trusses,resulting In an overall Increase in the sfi fness of the 4.0'ZOO SCAB ATTACH BRAS WITH 10d BOYJGUN floor system. 2c6 strongback bridging,positioned as shown in details, (0.1287Gd.0')NAILS IN2 ROWS ATWD.C. is recommended atl0'-0'o.c. max. NOTE:tN LIEU OF SPLICING AS SHOWN.LAP ( ) STRONGSACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL ►The terms'bridging'and'bracing'are sometimes mistakenly used Interchangeably. 'Bracing"is an important structural requirement NOTE. Details 1 and 2 are the preferred attachment methods ATTACH STRONGSACCKTo any floor or of system. Refer t0 the Truss Design Drawing(fDD)for WEB WI(s)10d COMMON ® the bracing requirements for each individual h m component. (0.148%7 NMLSOR(4)10d 'Bridging;particularly'strongback bridging"is a recommendation for O BOXG 1N(0.1 ZrA&M)NALS 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 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 REMIR19JENTS uP to Notes For additional information regarding strongback bridging,refer to BCSI 'vmw 2Qirvw''`°"b`d'°'" (Building Component Safety Information). (2)t0d COMMON D.148S9t-)OR 21r to 90 2 ro", 1 at sech BOWGUN(0.128-4.AJ"SATTOP 2c6(MINIMUM)STRONGBACK, -Vto4U3rwn 1at88dlY AND BOTTOM OF 2x4 SCAB4%BLOCK. RESTRAINED AT EACH END. 0~4a epean rw m m 1 V of ATTACH STRONGSACKTO BLOCK WI (3)10d COMMON(0.148S -( )NAILS OR 3 (4)10d BOXIGUN(0.128-an W&--, O O A o . ° °° ATTACH STRONGSACK TO BOTTOM CHORD WITH STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES (2)#'0-s-smwB - »rADVG»IMO AND P011,71r AIL NOlW ON T®Dt= I- A. � A���i TC LL PSF REF STRONGBACK T—rvl di.md—ken la hhrldl.,> M pW,.t.danmA.xd hnalvT. Rdt acid d 1-11-D®(D�dldly �u � C.mp...at Wd tT W—tlnn DT 7P1 e°d 11CA)1m WdT pre.tlw prior t.Pmler W U.-t—u— 1..1.11—6.11 momt.mp.nrT Dr=tlxy P.r DCD. =. -rW-d.tl,rr.l.e,1°p amrd d,.0 n.r.lu°p.r1T.ttarmd dx.at.x+t PamL ao1 �. E-N TC DL PSF DATE 2 28 11 ahma d,m m..a g°per1Y dleaD.d,dma°moos. iaentl....h..a for pxam.aemt tetead retnlas at,°m d,an Iv.. Q� �G `SF � � STRBRIBR0211 // Dx°.lxy 1..W1ed P•r BtM.e U—M It 87. Dr thl.JW.Aem..1 mtm pu.1.r max+Warm.11°a. _ l f�% . N BC DL PSF DRWG "WOR1/N1" fl11D=COPY OF T®D=GN TO DWAUA710X MYTRAMP. = m Ruff[WmP®mt.Oroap b c(1TfDC0).Dan.ot D.—p-dnle for.W&ddln hom ew d.e m W—to n°Nd / C LL PSF th.U—t°.°.lormene.vn 7PL.r hhrlc.L4xR,h.adimy WpplN.IuddlmA.brWAR d tra...a �eona.°br pl.en 8W3�p CarVm.�troW med.d 20/la/16U(V.N/3/t)AM AM3 U d.97/40/60("/11,9)Teh.Aml. Apply P1.ln to each I—°I truati / � Pw.Wz.d a..h—.,.—ana.0 lmet Oda. TATE OF OT. I.D. PSF A.4 as W.dr.H.(or a..er p.pe mdimte aeceplmce..d p nt..d..el anyl°eerloy—p-AbIllt7 oold7 Tar the L.— � Q'� ..mp==t dedp hem fta rdlaD011y.rd un d Wa.°mp=wt W"y Dolldmj I.Q4 n.P=dhWtT d tha Dwwo( %� er �( D.d� W AN97M I se..2 %'P© �j \'� \�I DUR. FAC. 1.00 Tri-DCC:♦..dt.epm;717:.m —Apl ° t17CA:o.t —.DaludadrFmm;IOC n.Aenef..Drt 'i. ,4, \ �•• SPACING tAAt//1111111111111ttt