The URL can be used to link to this page

Home My WebLink AboutTRUSSi i aney oniponents, LLc RANEY COMPONENTS 19900 Independence Blvd. Groveland, FI 34736 Phone: (352)429-9429 Fax: (352)429-7429 --- Job Information: --- Customer Name: Creekside Lot 105 DR Horton j 8516 Cobblestone Dr Description: 4EFB-Flora "C" OL OW Lnariina Wnrmatinn_ City, State, Zip: Ft. Pierce, FL Cover Sheet Order # JOB # 136DCS105 Printed: Fri, Aug 25 2017 FOR Name and License Number: RoorLoads: ,. Floor Loads: TC Live: TC Dead: BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 40 10 0 5 Wind Speed: Bldg. Useage: Building Type: Wind Type: Bldg. Code: Wind Std: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pages or sheets covered by this seal from: 1 thru 43 Total 43 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A2 3 A3 4 A4 5 A5 6 A6 7 A7 8 AS _ 9 A9G 10 A10G 11 BGE 12 B1 13 BG 14 BJ1 15 BJ3 16 BJ5 17 EJ7 18 CJ7 19 V1 20 V2 21 V3 22 V4 23 V5 24 L01 25 L02 26 M1 27 MGE 28 BJ1L 29 EJ3L 30 CJ3L 31 FT1 32 FT2 33 FT3 34 FT4 35 FT5 36 FT6 37 FT7 38 FT8 39 FT9 40 FT10 41 FT11 42 FT12 43 FT13 ,�Illlllll/!!!! .10, ,��. �P•. �� C•E N SF.. Fes'. No 7 82 0: STATE OF .•�U: �<v a �i,'��•;4C' 4 Page 1 of 1 f 11 A RANEY COMPONENTS aney 19900 Independence Blvd. Groveland, FL. 34736 omponents, LEC Phone: (352) 429-9429 * Fax: (352) 429-7429 Cover Sheet Order # JOB # 136DCS105 Printed: Thu, Mar 30 2017 Joo inrormarion: Address: EOR Name and License Number. ustomerName: Creekside Lot 105 ,R Horton 8516 Cobblestone Dr ascription: City, State, Zip: EFB-Flora "C" OL OW Port St Lucie, FL L ' !f tion• oa d mg n orma . Roof Loads: Floor Loads: TC Live: TC Dead: BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 40 10 0 5 Bldg. Code: Wind Std: 149nd Speed: Bldg. Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pages or sheets covered by this seal from:1 thru 43 Total 43 # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEQNO 1 Al 2 A2 3 A3 4 A4 5 A5 6 A6 7 A7 8 A8 9 A9G 10 A10G 11 BGE 12 B1 13 BG 14 13J1 15 BJ3 16 BJ5 17 EJ7 18 CJ7 19 V1 20 V2 21 V3 22 V4 23 VS 24 1-01 25 L02 26 M1 27 MGE 28 BJiL 29 EJ3L 30 CJ3L 31 Fr1 32 FT2 33 FT3 34 Fr4 35 Fr5 36 FT6 37 Fr7 38 Fr8 39 FT9 40 Fr10 41 Frtt 42 FT12 43 F1`13 Digitally signed by Manuel Martinez Manuel DN: c=US, o=ldenTrust ACES Business Representative, ou=M AND E ASSOCIATES P.A., cn=Manuel Martinez, e 9�342.19200300.100.1.1=AO1096900000130 Martin `"' Y4 98f°2�lt000A517 - ` t 014:23 35 04'00' H?'c1Bg C version: 2015.006.30280 Etud cegelcs pf tL;Ridox�ncnt'�onW cvnildsad cigcd mdsca�ad agd'YFi;s�,n� YuWaritltatlpiifallo,eiustbo?aitrit�d'tn aaydlettmtJc, Page 1 of 1 C Job Number. 136DCS105 PIy:1 SEQN: 746034 ! T15 / COMN 4EFB-Flora "C" OL OW /DR Horton MEFB-Flora "C" O OW Qty: 2 FROM: AH DRW: Truss Label: Al Wgt: 131.6 Ibs / .. 03/30/17 T10" 13'8" 19'6° 27'4" 7'10" 6'10" 5'10" T10" D=5X6 iNn CL as 12 60X6E@5X =3X10(83) B 6 ::::��F=_�3XI0(B3) A �Fn III2X4 =5X6 III X4 1' 7'8"12 4 '1"4 53 T8"12 1 ' T8"12 I 274" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) DefUCSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: 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): 0.066 1 999 240 B 1094 / 492 1639 / - / 303 15.5 BCLL: 0.00 Enclosure: Closed I Lu: NA Cs: NA VERT(TL): 0.152 1 999 180 F 1094 / 492 / 639 ! - /- / 5.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.029 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.068 H - - B Min Brg Width Req = 1.3 NCBCLL: 10.00 Mean Height: 21.67 it Code / Mlsc Criteria Creep Factor. 1.5 F Min Brg Width Req = 1.3 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.484 Bearings B & F are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist: h/2 to In I Std: 2007 Max BC CSI: 0.481 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: 3.00 itep Factors Used: Yes Max Web CSI: 0.547 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: not in 9.00 ft /RT:20(0)/10(0) Mfg Specified Camber. GCpi: 0.18 Flate Type(s): A - B 27 0 D - E 835 -1224 Wind Duration:1.60 WAVE VIEW Ver.15.01.01.0402.19 B - C 1020 -1761 E - F 1021 -1761 C- D 835 -1225 F- G 27 0 Lumber Value Set:13B (Effective 6/l/2013) Maximum Bot 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 - J 1499 -742 I - H 1495 -767 Lumber value set "1313" uses design values J -1 1495 - 742 H - F 1499 -768 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Wind +, Webs Tens.Comp. Webs Tens. Comp. Member design based on both MWFRS and C&C. J - C 291 -25 I - E 434 -571 C - I 434 - 571 E - H 291 -25 D -1 737 -464 AO ' . "ST 40,IIC3 5k38 FF 5B 8ix6086 71' 49 04 99 2E 85 FB ttti&_F1�daxll�L bon lact7wiica pzt rad3ad seabe'6y rAaawml'MirtOosr, aE(Si,:[k Ad738T)a�i tfia�at¢shapirtabaVa�rs$iigg$NA.4 - . autli¢aitirattan md¢. . &r5ti�deng�ipa of th�sdm�xnant,aec nat eagii�ad s�c� and saslnd sn6ikissSrrcyS�,dan73ciSlc+ci�slc:rraa[n�yundf�diYr aicy'.cletiren�, eaci I. —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALI) CONTRACTORS INCLUDING THE INSTALLERS T7russes reeqquire extreme care in fab��rr'catin , hhandfl ,shipping, intalling and bracingq� Refer to and follow the latest ed{tipn of ¢CSI ((Building Cortlponent Safety In{ormaUon, by TPI an� SBCA� for safe pracpces pnor to perfo�rrring these functions Installs shall provide terhporarY Oyu y bracmp per BCS� Unless noted olherwise,top chord shall 11 ve proper)Yy att thed structural sheathing and butt4m c ord shall have a prover y attached ncIid cei(!ng. Locations shown for permanent lateral restraintif we�s shall have bracing {nslalled per BCS sections 83, B7 or 810, PIP as applicable. Apply lates to each fags, of truss and position as shown above and on the Joint Details, unless noted otherwise. 12efer to > , .< drawings 160A-Z for standard plate positions. Alpine, a division of ITVII B itd' Components Gro(.ip Inr�,shall no be responsible for any deviation from this drawing,aniy failure to build the truss in c4nfonnapce unth 1NSL P1 1, or r handlin%s ippinq, installation and bracing of trusses.A seal on this draw ng or cover page listing this draw n , in Cates acceptance of ro ss one engineerin respons bility solely for the designs own. The suitability and use of this �rawing for any structure Is tie responsibility of the �uilding Designer per ANSIfTPi 1 Sec.2. Job Number: 136DCS105 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" OL OW Truss Label: A2 m N f• =3X T10" 7'10" Ply:1 SEQN: 746036 / T16 / COMN Qty: 4 FROM: AH DRW: Wgt 130.2 Ibs .. ! ... 19'5"8 27'4" 5'9°8 T10"8 D-5X6 1112X4 ==5X6 1112X4 03/30/17 1' T8"12 5'11"4 5'11"4 T8"12 T8"12 13'8" 1974 274" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Prin 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): 0.066 H 999 240 B 1096 / 494 / 639 / - / 287 15.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.152 H 999 180 F 1032 / 458 / 572 / - /- / - Risk Category: it BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.030 G - - Wind reactions based on MWFRS EXP' C HORZ : 0.068 G - - B Min B Width Re 1.3 Des Ld: 37.00 (TL) � q = NCBCLL: 10.00 Mean Height: 21.67 ft Code / Misc Criteria Creep Factor 1.5 F Min Brg Width Req = - TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.504 Bearing B is a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.489 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.562 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specked 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. 15.01.01.0402.19 B - C 1024 -1766 E - F 1064 -1778 Lumber C - D 838 -1229 Value Set: 13B (Effective 6/1/2013) To chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) p Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP #1 Webs 2x4 SP #3 B - I 1503 -805 H - G 1513 -812 Lumber value set "13B" uses design values I - H 1500 - 805 G - F 1516 -813 approved 1/30/2013 by ALSC Hangers ! Tlesg91l1 �fj �� Maximum Web Forces Per Ply (Ibs) Il add Webs Tens.Comp. Webs Tens. Comp. (J) Hanger Support Required, by others rr �r eon fi� I - C 292 -25 H - E 446 -587 Windiv "�� C - H 436 -572 E - G 294 -40 Member design based on both MWFRS and C&C.� D - H 745 -484 No 04-7-102- y1. 400i°5A 38 FF 5B 82�848B 7F 48 00 99 2€ 85 PB this jedm hz 6aarfsleuronica�p�g�ed znd soal"d by ida"�sol:tilartinaa, R+F(ii�[k.tfR7182)m Uid uhteshawnalacve �gaSHA:l .0 , . audicntiiatrsn cia<Jc: ,PrErWd Coplaa of W-,a docuraniate not Canzidmd signed and mind ;and SisraSWt+B.aa.Mantkatimv iride met So:tiaritecd [s7 any'cleLtron£C; "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! 'IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme pre in fabricating, handl'n ,shippping, instailing and bracing. , Refer to and follow the latest edition of BCSI ((Building Component Safety In rmation, b TPI and SBCA; for safety practices pnor to performing these functions. Installers shall provide terhpore nney bracing er BCSI Unl ss noted oherwi e,top chord shall have properly attached structural sheathin and bottom chord shall have a pro ey attachec�rigid ceifin . Zocations shownor pennanent lateral restraint of webs shall have bracing ins�alled per BCSI sections 63, 67 or �10, am n�nrs sir as applicable. Apply plates to each face of truss and position as shown above and on the JoiniDetails, unless noted otherwise. (tefer to :.; draw!ngs 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Compon nis Group Inc ;shall not be responsible for any deviation from this drawing,anY failure to build the truss in nformance with ANSI 1, or for hantllinq shipping, installation and bracing of trusses.A seal on this drawiyng or cover pa e listing this drawing indicates acceptance of rofesslonal engineering responsibility solely for the design shown. The su!tabllity and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. i Job Number: 136DCS105 I Ply: 1 SEQN: 746038 / T14 / HIPS 4EF6-Flora "C" OL OW /DR Horton /4EFB-Flora "C" OL OW Qty: 1 FROM: AH DRW: Truss Label: A3 • I Wgt:145.6 Ibs .. / ... 03/30/17 rioq I 1'4+1'5"7 I 2T4"1m 1 .! 513114415917 T10"g T4 =4X4D E M 6 3X4 C FO3X4 O I � r0 M "X4(A2) B C'=4X4(A2) as A H M L K J-3X4 I 1112X4 =3X4=3X4 1112X4 i 1' 78'13 I 8" '3 7'8"13i'5327'4"78'13 5,1397 1' 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 Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.063 L 999 240 B 1094 / 494 / 643 / - / 290 / 5.5 BOLL: 0.00 Enclosure: Closed Lu: NA � Cs: NA VERT(TL): 0.145 L 999 180 G 1094 / 494 / 643 / - /- / 5.5 Risk Category: 11 BCDL: 10.00 Snow Duration: NA' HORZ(LL): 0.029 I , - - Wind reactions based on MWFRS Des Ld: 37.00 EXP' C HORZ(TL): 0.067 1 - B Min Brg Width Req = 1.5 Mean Height: 21.60 ft Code / Misc Criteria Creep Factor. 1.5 G Min Brg Width Req = 1.5 NCBCLL: . 00 00 TCDL: 4.2 psf Bldg Cade: FBC 2014 RES Max TC CSI: 0.478 Bearings B & G are a rigid surface. Soffit: 2BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2007 Max BC CSI: 0.473 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.492 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 9.00 it FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 27 0 E - F 886 -1263 Wind Duration:1.60 I 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 D - E 833 -1057 Value Set:13B (Effective 6/112013) 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 "l3B" uses design values B - M 1499 -766 K - J 1057 -466 approved 1/30/2013 by ALSC M - L 1496 -766 J -1 1496 -797 Windy411t1to L-K 1057 -456 I-G 1499 -798 Member design based on both MWFRS and C&C.' ear Maximum Web Forces Per Ply (ibs) e#e Webs Tens.Comp.' Webs Tens. Comp. M - C 287 -39 J - F 429 -583 �* 2 C - L 430 -583 E - J 385 -275 _ D - L 385 -275 F - I 287 -41 e e 7 tea 46CC11 wfwo not 4=16 red 4prit =A —lid, i�cntiktiygay and met b&vi rio dAioanr nk, "WARNING" READ AND FOLLOW FALL NOTES ON THIS DRAWING!I "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rec7wire extreme care in fabricatinncql, handling, shipping, installing and bracing. , Refer to and follow the latest edition of BCSI Building Component Safety Infonnahon, b TPI and SBCA) for safety practices prior to performing these functions Installers srTIl provide to porary bracin r BCSI. Unless noted o herwise,top chord shall have proper)y attached structural sheathing and bottom c or shall have a propps y attachacPngid ceilin .Locations shown for permanent lateral restraint bf webs shall have bracing installed per BCSI sections B3, B7 or 910, ant JJIrr7S iar as applicable. App�Y plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. 12efer to Jm?•:,. , drawings 160A-Z fofstandard plate positions. ` AI in a division of ITW Buil i Com on nts G In ;shall lot be re onsible for any aviation from this drawin ,an failure to build the tt��ss�n conformance with A�S�� PI 1 Poror hanc�linpp' s�ippinp,linstallaU�on and bracing bf trusses A seal on thi dgrawtYng or cover page listing this tlrawingg Indicates acceptance of pro-fesslonai engineering responsibility solely for the des�gn shown. The suitability and use of this ai awing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. Job Number. 136DCS105 Ply:1 SEQN: 746040 / T20 / HIPS 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" OL OW Qty: 1 FROM: AH DRW: Truss Label: A4 Wgt 145.6 Ibs .. / ... 03/30/17 710"9 13' 14'4" 19'57 274" 7'10"9 5'1"7 1'4" 5'17 7'10"9 T4 =4X4D E 1112X4=3X4=3X4 1112X4 1' T8"73 5'3"3 8" i5'3°3 T8"13 13' 3' ��.8.,,�� 197"3 14'4` Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: It EXP. C Des Ld: 37.00 Des d:: D Mean Height: 21.50 ft .00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 It GCp!: 0.18 Wind Duration:1.60 Lumber Value Set: 138 (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/3012013 by ALSC Hangers / Ties (J) Hanger Support Required, by others Wind Member design based on both MWFRS and C&C. 7'8"13 27'4" Snow Criteria (P9,131 in PSF) Pg: NA Ct: NA CAT: NA Defl/CSI Criteria PP Deflection in loc Udefl L/# ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 1096 / 495 / 643 ! - 1274 / 5.5 P .. NA Ce: NA VERT(LL): 0.063 K 999 240 Lu: NA Cs: NA VERT(TL): 0.146 K 999 180 G 1032 / 459 / 576 / - /- / - Snow Duration: NA HORZ(LL): 0.029 H - - Wind reactions based on MWFRS HORZ(TL): 0.067 H - - Creep Factor 1.5 B Min Brg Width Req = 1.5 G Min Brg Width Req = - Code / Misc Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0.504 Bearing B is a rigid surface. TPI Std: 2007 Max BC CSI: 0.482 Rep Factors Used: Yes FT/RT:20(0Y10(0) Max Web CSI: 0.504 Mfg Specked Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 27 0 D - E 846 -1061 Plate Type(s): VIEW V,, 15.01.01.0402.19 WAVE B - C 1065 -1766 E - F 903 -1289 C - D 889 -1268 F - G 1084 -1777 ,Ffkniad ax I a I art 4'j=can¢nraamndti c"tuf exmd ,ignsC md'xcaiid .'and Cfsis�;tw5 _ianfieYitirr`t3aes eselse ar`ust ®e 4rrit4ed mr an�palvstfen�. zca!au- -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ou!re extreme care in fabricat!na. handling, shiaoina. installing and bracing. Refer to and follow the latest e as shown above and on of Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - L 1503 -835 J -1 1061 -492 L - K 1500 - 834 I - H 1511 -633 K - J 1061 -492 H - G 1515 - 833 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. L - C 287 -39 1- F 439 -596 C - K 430 -583 E - I 390 -292 D - K 386 -276 F - H 290 -43 a division of ITW Buill Components Grgpp Inr� shall not be responsible for any deviation from this drawing,aniy failure to build the confQnnance wnt(� ANSI, PI 1, or or han img s ippmq, installation and bracing of trusses.A seal on this draw ng or cover pa e this drawing, In. icates acceptance of pro ss on a engineering responsibility solely for the design shown. The suitability any rrtttey: ontjnxne{rrs r,r Job Number: 136DCS105 I Ply: 1 SEQN: 746042 / T13 / HIPS 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" OL OW Qty 1 FROM: AH DRW: Truss Label: A5 I Wgt 137.2 Ibs .. / ... 03/30/17 T8"12 16'4" 197"4 + 2T4" T8"12 3'3"4 5'4" 3'3"4 TW12 os5X6 =5X6 D E 612 �II2Xq C F 1112X4 o � in m to 4X4(A2) B C'=4X4(A2) as A H K i t =3X4 =5X6 =3X4 1' T10"8 5 9"8 5'9"8 7'10"8 r T10"8 1 9'5"8 T' 27'4" Loading Criteria (psf) Wind Criteria Snow Criteria ft,Pf in PSF) Defl/CSl 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 I W TCDL: 7.00 Speed: 160 mph P .. NA Ce: NA VERT(LL): 0,062 J 999 240 B 1094 / 497 / 650 / - 1252 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.143 J 999 180 G 1094 / 497 / 650 / - /- / 5.5 BCDL: 10.D0 Risk Category: II now uration: NA HORZ(LL): 0.027 I - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.062 1 - - B Min B Width Req = 1.5 � NCBCLL: 10.00 Mean Height: 21.00 ft Code / Misc Criteria Creep Factor 1.5 G Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.474 Bearings B & G are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.490 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.330 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: not in 9.00 ft FT/RT:20(0)110(0) Mfg Specified Camber: 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 D - E 931 -1223 Value Set:13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Sot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 Lumber value set "l313" 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. $ Maximum Web Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Webs Tens.Comp. Webs Tens. Comp. C - K 345 -332 J - E E 202 -117 563 K - D 563 -422 -1 -421 D-J 201 -116 I-F 345 -332 � e . ' .:'tTAT. "WARNING- READ AND FOLLOW, ALL NOTES ON THIS DRAWING! "`IMPORTANT•` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses r quire extreme care in fabricating, handl!!'ng shippin ,�in�telling and bracing. Refer to and follow tpe latest edits n of BCSI Building Conlponen� fety Information, byv TPI anr7 SBCA) foF sa>Pety �ractices poor to performing these functions. nstallers sh I�pro'de to porery �rrrey. bracm r BCSI Unless noted olherwise,top chord shall have'properiY attached structural sheathing and bottom chor�ghall have a properly attachac�ri id ceiling. Locations shown for permanent lateral restraint bf webs shall have bracing installed per BCSI sections B3, B7 or 910, "'om netlrxs,P as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. �tefer to drawings 160A-Z for standard plate posdions. Alping, a division of ITW Bu'�Idi C�mpongnt� Gr4y�p InG.,shall I of be re�pans�ble for any deviation from this drawing,anY failure to build the truss m conforms ce with ANS�IfPI 1, or for hancflm shi pin rinstailaUon and bracina of trusses.A.seal on this drawnng or cover py e Ilsting this drawng,indicates acceptance of progfess%nal j engineerin responsibility solely for the design shown. The suitability and use of this drawing for any structure is fife responsibility of the �uiiding Designer per ANSIITPI 1 Sec.2. Job Number. 136DCS105 Ply: 1 SEQN: 746044 / T19 / HIPS 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" OL OW Qtyi: 1 FROM: At DRW: Truss Label: A6 Wgt 137.2 Ibs .. / ... 03/30/17 T8"12 T8"12 1' 7'10"8 7'10"8 11' 16'4' 19'7"4 3'3"4 5'4' + 374 o5X6 �-5X6 D E =3X4 =5X6 =3X4 5'9"8 19'5"8 27'4' T8'12 T10'8 2T4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def /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): 0.062 1 999 240 B 1096 1499 / 650 / - / 236 / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.143 1 999 180 G 1032 1462 / 583 / - /- / - BCDL: 10.00 Risk Category:11 Snow Duration: NA HORZ(LL): 0.027 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP' C Mean Height: 21.00 ft HORZ(TL): 0.062 H - - B Min Brg Width Req = 1.5 NCBCLL: 10.00 TCDL: 4.2 psf Code ! Misc Criteria Creep Factar.1.5 G Min Br Width Re 9 q = - 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: h/2 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 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCp!: 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 1118 -1773 Value Set 13B (Effective 61112013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 B - J 1500 - 879 I - H 1207 - 646 Lumber value set "13B" uses design values J -1 1205 -654 H - G 1511 -978 approved 1/30/2013 by ALSC Hangers 1 Ties ty t T!#44 Maximum eb es Per bs (IbsTens. �.. Webs Te`ns.Comp W Comp. (J) Hanger Support Required, by others r�, ia° �, C - J 344 - 332 I - E 202 -120 Wind �1,� �, J - D 564 -421 E - H 581 -433 D 203 H F 351 Member design based on both MWFRS and C&C.� + -1 -117 - -341 a -STATE.ioF ERiAL,P 40 015AAr3S: FF 5B k%80!3g 7E 48 00.99 2E 85 F& 4bii'it¢m tics bacn e,aUronles73r ;ed and saalad by idanual Marttna�, IL:: �pd73a2}cnth¢data;h6.ainabnua uiaiigaSHA:I : . 'autfiantit�tiavi a.' BrMiut9 cz lars arch's afocrmnni?ro not camfdc!ad a�i Hind caa,ad ..snd ttaz ss R=9n�:ttiaritkaUci cntlemistbe eardfidon n-telacitamsc, 'icplaz: "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme pre in fabricating, handl'n , shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building 1=1ponent Safety Information, by TPI and SBCAj for safety practices pnor to performing these functions. Installers sha11 provide te9pora bracing er BGSI Unless noted otherwise,top chord shall have proper)Y attached structural sheathinq�and bottom chord shall have a proper�y attachUriggid ceifing Locations shown for permanent lateral restraint cf webs shalt have bracing ins Iled per BCSI sections B3, B7 or 810, 1rawingss applicable. Apply plates to each face, of truss and position as shown above and on the Join['Details, unless noted otherwise. f2efer to 160A-Z for standard plate positions. AIp!nQ, a division of ITW Buildin ComponInts Group Inc. shall not be reaponsibIs for any deviation from this drawing,ax failure to build the truss in conformance with ANSIPI1, or r handling' shippin ,installation andd bracing of trusses.A seal on this drawing or cover pa e 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 t[te responsibility of the engineering Designer per ANSIITPI 1 Sec.2. For more information see this otr's general notes page and these web sites: ALPINE: www.oloinefw.com: TPI: www.toinstom: SBCA: wwwsbdndustmoom: [CC: www.lr=afe.nm Job Number. 136DC8105 4EFB-Flora "C" OL OW /DR Horton /4EFB-FI Truss Label: A7 TS"1: T8"1: T Ply:1 SEQN: 746063 / T12 /HIPS Qty: 1 FROM: AH DRW: Wgt: 141.4lbs / ... 03/30/17 13'8" + 18'4" 119'T'4 2T4" , "4 4'8" 4'8" '3"4 78"12 a5X6 1112X4 =5X6 D E F G 1112X4 T i L K J =3X4 =5X6 =3X4 1' T10"8 578 5'9°8 T70"8 1' T10"8 13'8" 19'5"8 2T4' 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 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 / - / 213 15.5 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.164 E 999 180 H 1094 / 666 / 650 / - /- 15.5 Risk Category: II BCDL: 10.00 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: 10.00 TCDL: 4.2 psf Bearings B & H are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2Q14 RES Max TC CSI: 0.464 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.493 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.209 Loc. from endwall: not in 9.00 ft FT1RT:20(Ou10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCp!: 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 -1 27 0 Value Set:13B (Effective 6N12013) 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 "13B" 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. ewo. C - L 426 -373 K - F 266 -195 L - D 548 -463 F - J 548 -463 ' D - K 2W -195 J - G 426 -373 . `' E - K 251 -280 kW TAT P 015A 3S FF 58 81 B0 BB, ' Li0 99 2E 85 FS 4(stkitamahas baaneiectra�leaVp ad acid ralad471faauajh r'fi' PH Iri.� Ad73fl2)mtRkciat¢sh6v�naba�ustiigaSHA=1 �. � a d�antxatYan sit¢.' . Pdrsd crgtlesartt'�sdnc�nerst ssa aat wnsl6:z�d si@ys¢d and sca}nd irk thearoralaclmnk, to !ozs "WARNING" READ AND FOLLOWI ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme pre in fayriptin , handlin , shi ping, installing and bracing. , Refer to and follow the latest edition of BCSI ((Building Component Safety Information, by TPI an� SBCA) for satPety precbces poor to performing these fugctions. Installers shall provide porary brecin p r BCSI. Unless noted othervvise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro any attachorl ng id pilin . Lopbons shown for permanent lateral restraint of webs shall have bracintg ins lied per BCSI sections 63, B7 or �10, Ea n nrrtrrzi as applicable. Apply plates to each fags of truss and position as shown above and on the Join Details, unless noted otherwise. �tefer to /'?'•,.., drewings 160A-Z for standard plate positions. AI ing, a division of ITW Buildi Components Gaup Inc. shall �ot be responsible for any !aviation from Jhls d wmg,aniy failure to build the tr�ss in nformance with AtVStIfPI 1, or for han ling' shlppin ins ilation and bracing o trusses.A sea on th a drawing or cover page listing this drawing, indicates aces lance of pro-fesslonal� engneerin responsibility solely for the design shown. The suitability and use of this drawing for any s�ructure is the responsibility of the �uildIng Designer per ANSI/1'Pl 1 Sec.2. Job Number. 136DCS105 Ply:1 SEQN: 746048 / T18 / HIPM 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" OL OW Qty: 1 FROM: AH DRW: Truss Label: A8 Wgt: 149.8 Ibs / ... 03/30/17 7'8"12 9' 15'1 "15 19' 21'0"5 274" 7'8"12 1'3"4 A 15 3'100 1 2'0"5 63"11 43 V25X6 1�2X4 =3X4 =3X4 D E F G =4X4F 1112X4 12 6 �' >B M =3X4 L K =3X4 =3X8 J =4X4 1' T10"8 5'9"8 1'5"15 6'1"15 6'0"3 T10"8 13'8" 15'1"15. 21'3"13 2T4° Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Des Ld:: 37.00 Mean Height: 20.50 ft TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwali: not in 9.00 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set:13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l313" uses design values approved 1/30/2013 by ALSC Hangers / Ties (J) Hanger Support Required, by others Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W PE NA Ce: NA VERT(LL): -0.073 E 999 240 B 1101 / 652 1693 / - 1268 / 5.5 Lu: NA Cs: NA VERT(TL): 0.168 E 999 180 1 1027 / 649 / 513 / - / - / - Snow Duration: NA HORZ(LL): -0.024 C - - Wind reactions based on MWFRS HORZ(TL): 0,050 C - B Min Brg Width Req = 1.6 Code! Misc Criteria Creep Factor.1.5 1 Min Brg Width Req = - Bldg Code: FBC 2014 RES Max TC CSI: OA55 Bearing B is a rigid surface, TPI Std: 2007 Max BC CSI: 0.649 Rep Factors Used: Yes Max Web CSI: 0.981 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 27 0 E - F 1062 -1562 WAVE VIEW Ver. 15.01.01.0402.19 B - C 1085 -1781 F - G 1062 -1562 C - D 1244 -1733 G - H 738 -1103 D - E 1062 -1563 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-M 1518-1114 K-J 1148 -773 M- L 1377 - 992 J -1 0 0 L-K 1377 -992 Maximum Web Forces Per Ply (Ibs) ,ate Webs Tens.Comp. Webs Tens. Comp. C - M 386 -326 K - G 524 -365 047102 M-D 512 -419 G-J 554 -703 D - K 231 -182 J - H 1384 -926 E - K 288 -332 H -1 702 -978 STATE Z 9 Q%5A 38 Fr- 5B 82 B9 B8 7F 48 00 59 2E 85F8 .�rs"n6ad ccg3es of tfdxda�rourr+i ars not con:idcr�c� stgncd and zexlnd and KhzSYhFB zut#�o`ntl�tioa,iosin ia�st 6a 4arifsrE m a6r�3estremac, eumiaw -WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS reqquire extreme qre in fabricating, handling, shi ping, installing and bracing. Refer to and follow the latest edition of BCSI Building nenf Safety Information, b TPI and SBCA) f9or sa>Pety practices pnor to performing these functions. Installs shall provide to pora �nr BCSI Unless noted oherwise,top chord shall have properly attache structur sheathmgand bottom clsiord shall have a pro�erryiy sgid ceiling. Locations shown for permanent lateral restraint bf webs s all have racing ms Iled per BCSI sections 63, B7 or 10, 1. 16 . Apply plates to ach face of truss and position as shown above and on the Joint Details, unless noted othervvise. (tefer to Is 160A-Z for standard pate positions. a division of ITW_Buildin4 Components Group Inc. -shall not be. responsible for anv deviation from this dmwing,any failure to build the flirEj4• rnrxrfrrrrrs,4C Job Number. 136DCSIOS i Ply: 1 SEQN: 746050 / T17/ HIPS 4EFB-Flora"C"OL OW /DR Horton /4EFB-Flora"C"OOW City: 1 FROM: AH DRW: Truss Label: A9G Wgt: 151.2 Ibs .. / ... 03/30/17 7' T ,2 6 p 0 1-4X12(B3)B a� A J 1' 67"12 6" 6,8" 1618" 1113X6 D 1 =7X8 6'6"4 + 6-6"4 13'8" 2074 2T4" 7' 8E T F=4X12(B3) G H 1114X4 67"12 26'10" ,6" A - Loading Criteria (psi) 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# 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 11259 /- /- /- /5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.436 D 743 180 F 2136 11259 /- ! - / = / 5.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.049 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C Mean Height: 20.00 itCode HORZ(TL): 0.113 H - - B Min Brg Width Req = 2.1 NCBCLL: 10.00 TCDL: 4.2 psf 1 Misc Criteria Creep Factor:l.5 F Min Br9 Width Req = 2.1 Soffit: 2.00 BCDL: 5.0 psf Bldg Code:.FBC 2014 RES Max TC CSI: 0.650 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 it 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 0 - 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 6/112013) Maximum Sot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 :TC2 2x6 SP #1: Chords Tens.Comp. Chords Tens. Comp. Sot chord 2x6 SP #1 Webs 2x4 SP #3 B - J 3674 -2120 I - H 3704 -2127 Lumber value set "13B" uses design values J -1 3704 -2127 H - F 3674 -2120 approved 1/30/2013 by ALSC LoadingMaximum Web Forces Per Ply (Ibs) 1 Webs Tens.Comp. Webs Tens. Comp. #1 hip supports 7-0-0 jacks with no webs. - *� C - J 700 -179 I - E 1286 -772 Left side jacks have 7-M setback with 0-0-0 cant and 1-0-0 overhang. End jacks have 7-0-0 setback � � eel : � C -1 1286 -772 H - E 700 -179 with 0-0-0 cant and 1-0-0 overhang. Right side jacks have 7-" 0-0-0 1-0-0 , $° D - I 876 -907 setback with cant and overhang. *, Wind*' Wind loads and reactions based on MWFRS. ' 4It 00 99 2E 85•FB sd by IeYartinl''MarfM,s "WARNING" READ AND FOLLOW, ALL NOTES ON THIS DRAWING! "IMPORTANT- FURNISH THIS DRAWING TO i LL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabrigting, handl'ng shi�pin „ ingtalling and bra ng. , Refer to and follow the latest edition of SCSI (Building Componen Safety information, bY TPI andd SBCA� foi sa ty �racbces poor to pe orming these functions. Installs rr�� mall provide terhporant�r ctrrey bracin per BCS)., Unless noted otherwise,top chord shall havelproperly attached structural sheathing and bottom chord shall have a pro erly attach�d ngid cerlmg. Locations shown for permanent lateral restraint bt webs shall have bracing ins sled per SCSI sections 63, B7 or �10, as applicable. Apply lates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to anrnzrrrx "r drawings 160A-Z for s�andard plate positions. AlpinQ, a division of ITVy Builddi'n ComponQnts Grr44pp InG ;shall of be re ponsible for any deviation from this drawing,anv failure to build the truss rn of rma ce wrf�hry ANSI/�PI 1, or for handlin sgtr pro installation and bracin of trusses.A sal on this drawing or cover pa e listing the rgraw�n ,indicates acre�gnce of rogfess�onalj engineerin responsibility solely for the design shown. The suiaability and use of this �rawing for any structure is t ie responsibility of the �uilding Designer per ANSI/TPI I Sec.2. Job Number: 136DCS105 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" OL OW Truss Label: A10G 4�3 T T I 1 67"12 6-" T1"12 6 Ply: 1 SEQN: 746052 / T10 / HIPM Qty: 1 FROM: AH DRW: Wgt:175.0lbs / ... 03/30/17 1319"15 + 17' I 20'4"5 + 274" _t 6'9"15 3'2"1 3'45 6'11"11 1114X4 =4X6 =4X6 1114X4 =8X12 1113X10 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10,00 Risk Category: II EXP. C Des Ld: 37.00 Des d:: D Mean Height: 20.00 It .00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 6/112013) Top chord 2x6 SP #1 :TC1 2x4 SP #1: Bot chord 2x6 SP #1 Webs 2x4 SP #3 :W6 2x6 SP #1: Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "r reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Hangers / Ties (J) Hanger Support Required, by others Loading #1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0-0 setback with 0-M cant and 1-0-0 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. Right side jacks have 0-0-0 setback with 0-M cant and 0-0-0 overhang. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. a 6'6"4 13'8" r2"5 20'10"5 6'5"11 2T4" Snow Criteria (Pg,PI in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL Pf: NA Ce: NA VERT(LL): 0.178 D 999 240 B 2108 11242 / - / - / - Lu: NA Cs: NA VERT(TL): 0.416 D 784 180 H 2251 / 1302 /- /- / - Snow Duration: NA HORZ(LL): 0.038 C - - Wind reactions based on MWFRS HORZ(TL): 0.089 C - - B Min Brg Width Req = 2.1 Code! Misc Criteria Creep Factor: 1.5 H Min Brg Width Req = - Bldg Code: FBC 2014 RES Max TC CSI: 0.630 Bearing B is a rigid surface. TPI Std: 2007 Max BC CSI: 0.552 /W Rep Factors Used: No Max Web CSI: 0.732 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 27 -24 D - E 2732 -4718 WAVE VIEW Ver: 15.01.01.0402.19 B - C 2396 -4109 E - F 2732 -4718 C - D 2734 -4721 F - G 2022 -3521 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 3623 -2089 J -1 3646 -2124 K - J 3653 -2096 I - H 12 -8 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - K 703 -173 F - I 1191 -1457 C - J 1192 -711 I - G 3935 -2259 D - J 795 -817 G - H 1355 -2126 J - F 1208 -684 a. . 41.015A38:FF 5B 82,80 BB 7F48 00 99.2E 85 FB rhis.Ifom hzz baz+ .1Dviw1i;iy iig H md;ieatcd by tA¢t¢a¢r.Marthy¢ PE�(si;..l4C Cd73&gf cn t?ta3at¢¢hay.nafu�v¢tx�%nig9SH3tirI asithmntkat3¢n caJ¢: . Prd¢ii<d c¢plez of ttLs dmtu'�+entzrm moi cmesidmapc� .egr,,¢� and'xmat¢d ',''and3i<n'S"�`A=i._ze:thurstk'adnal: asr3e must $lu�u¢Hf:=d c� a� elitttrsfeGc, 'tunl¢v: "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vire extreme care in fabricating, handlinqg, shigping, installing and bracing. , Refer to and follow the latest edition of BCSI Building f S fety, Information, b TPI an SBCA; for sa ety practices prior to performing these functions. Installers shall provide to porery 3 St. Unless noted o herwise,top chord shall have properi attached structure) sheathtn and bottom chord shall have a pro any liid ceiling. Locations shown for permanent lateral restraint �f webs shall have bracingg ins sled per BCSI'sections B3, B7 or 910, e.. Apply plates to each face. of truss and position as shown above and on the Join i Details, unless noted otherwise. K fer to ttireY ".'ontpatrrtrrs, itt any Job Number. 136DCS105 I Ply:1 I SEQN: 746054 / T9 / GABL ' I 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" OL OW Qty: 1 FROM: AH DRW: Truss Label: BGE I Wgt:137.2 Ibs / ... 03/30/17 108" 'i' 21'4" 10'6" 106" �- - Z8. 1'4P) 1=4X4 H J G K 12 f L 6 p m E 1N N W L N C O =2X4(A1) 6 P=2X4(A1) A Q I AD AC AB AA Z Y X=5X6 W V U T S R 21'4" L f 1 + 1 I 21'4" Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.001 H 999 240 P" 81 / 50 / 38 / - 111 / 255 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.002 1 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.003 R - - B Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL): 0.004 R - - Bearing B is a rigid surface. NCBCLL: 10.00 Mean Height: 20.92 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor l.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 h/2 TPI Sid: 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 GCp!: 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 Lumber E - F 165 -44 M - N 113 -66 Value Set:138 (Effective 6/1/2013) F - G 217 -23 G-H 271 -21 N - O O-P 78 82 -87 -118 Top chord 2x4 SP #1 H -1 325 -24 P - Q 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC Plating Notes %1 B -AD 187 -103 X - W 206 -107 All plates are 2X4 except as noted.. MA AD -AC 196 -104 AC -AB 198 -105 W - V V - U 205 203 -106 -106 r�""'x� AB -AA 201 -105 U-T 201 -105 Wind 10AA-Z 203 -106 T-S 198 -105 Member design based on both MWFRS and C&C. Q ' Z - Y 205 -106 S - R 196 -104 `°•° Y-X 206 -107 R-P 187 -103 Additional Notes See DWGS A16030ENC101014 & GBLLETIN1014 for 0; Maximum Gable Forces Per Ply (Ibs) gable wind bracing requirements. *" Gables Tens.Comp. Gables Tens. Comp. " C -AD 188 -103 W - J 202 -83 .: � `� D -AC 96 -65 V - K 165 -73 .. 6�, E -AB 109 -74 U - L 108 -73 ' F-AA 108 -73 T-M 109 -74 H - Y 202 -83 R - O 188 -103 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS TTrusses reUurre extreme care in fabricatin , hhandl'n sh! ping, instailing and bracing. , Refer to and follow thhe lat�est edit! n of BCSI ((Building Component Safety information, b TPI an� SBCA; for sa ety practices pnor to performing these functions Installerishal�provide terhporardy crrre)r brac�n per BCSI Unless noted o herwise,top chord shall have proper iv attached structural sheathing �nd bottom c ord shall have a prcge y attached rigid cei(!ng Locations shown for permanent lateral restraint bf webs shall have bracing insta and per BCSI sections B3, B7 or 10, arrt urrrtis'iar as applicable. Apply Agates to each face of truss and position Ias shown above and on the Join f Details, unless noted otherwise. )tefer to- drew!ngs 160A-Z for standard plate positions. Alping, a division of' Buildinct�omponQnts Group InG ;shai( not be responsible for any deviation from this drawing,anv failure to build the trans rncqnformance with ANSIITPI 1, or for handiin shi pm ,installation and bracin of Wsses.A seal on this dr wrng or cover pa e listing this drawin , Indicates ac��p�ance of rogfess�'onal engineerin responsibility solely for the design stilown. The suitability and use of this �rawirig for any structure is the responsibility of the �uilding Designer per ANSI/TP11 Sec.2. Job Number. 136DCS105 Ply.1 SEQN: 746057 / T2 / COMN I 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" OL OW Qty: ,6 FROM: AH DRW: Truss Label: 81 Wgt:103.6 Ibs / ... 03/30/17 6'4"8 + 108" + 14'11"8 + 21'4" 6'4"8 4'3"8 4'3"8 64"8 D=4X6 111ZK4 =6710 =_ M4 1I1cA4 92"12 4'5"4 1'4" 3'1"4 6'2"12 1, 1 6'2"12 10'6" 12' 15'1"4 21'4" 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 Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph PE NA Ce: NA VERT(LL): -0.060 J 999 240 B 867 1535 / 516 / - 1245 15.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.092 J 999 180 F 867 1535 / 516 / - /- / 5.5 BCDL: 10.00 Risk Category:11 Snow Duration: NA HORZ(LL): -0.023 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L H (T)� 0.040 - - B Min B Width Req = 1.5 � NCBCLL: 10.00 Mean Height: 20.92 ft Code / Misc Criteria Creep Factor. 1.5 F Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.490 Bearings B & F are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.306 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.336 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: Any FT/RT:20(0)!10(0) Mfg Specified Camber: GCp!: 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 61112013) aximum Bot Chord Forces PTens. Top chord 2x4 SP #1 Mods Tens.Comp. Chords Comp. Bot chord 2x4 SP #1 Webs 2x4 SP #3 B - K 1135 -960 1- H 1132 -977 Lumber value set "136" uses design values K - J 1132 -960 H - F 1135 -977 approved 1/30/2013 by ALSC J -1 1132 -977 i) Windy Maximum Web Forces Per Ply (Ibs) Member design based on both MWFRS and C&C.�. Webs Tens.Comp. Webs Tens. Comp. ,v 10 K - C 223 -26 D - J 582 -608 e* C - J 548 -428 E - H 224 -26 1 J - E 547 -428 ar ;� • . �riniedccp#es itrttJs aioc,»nmxt ar©no{coasidazsc' .�@nc� �xrdssalad srd tires st`s1+8:mditaei fietsim3¢iiiu5tin UCtVf"^s..d" c'n Ajateararcx "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regtuire extreme pre in fabricating, handi'n , shiping, installing and bracing. , Refer to and fgilow t�te latest edition of BCSI Building Componen Safety Information, b TPI an7 SBCA; for safety practices prior to performing these functions. nstalle shall pro'de to pore rrrrep brawn per BCSI Unless noted o�herwise,top chord shall have properly attached struchill sheathing and bottom rclsiord shall �iave a pro erryly attachod n id ceifin . Locations shown for permanent lateral restraint If webs shall have dracing msialled per BCSI sections 63, B7 or �10 i�trtts.€re as appiica . App�y gates to each face, of truss and position as shown above and on the JoincDetails, unless noted otherwise. kefer to drawings 160A-Z for s�andard plate positions. Alp!n@, a division of ITW BuildiDp Compon nts Grrooup Inc ;shall not be responsi le for any deviation from this drawing,an failure to build the truss in of4rmance with ANSllgl PI 1, or �or hantllin shi pin ,installation and bractn of trusses.A seal on this draw(y^g or cover pa e Ilsting thh , drawing, Indicates acceptance of re responsibility gof the �uiiding Designer solely yAN31 11 Sec�hown. The suitability and use of this drawin for any structure is po ty For more information see this loWs general notes page and these web sites: ALPINE: www.al ineftw.com; TPI: www. insL • SBCA: wwwsbcIndustry.00rnm ICC: www.iasare.o J , Job Number: 136DCS105 Ply: 2 1 SEQN: 746059 / T21 / COMN I 4EFB-Flora "C" OL OW /DR Horton /4EFS-Flora "C" O OW Qty: 1 FROM: AH DRW: Truss Label: BG Wgt: 140.0 Ibs / ... 03/30/17 T87 T3°1 1 10'8" 14'0°15 177"9 _ 21'4° 3'8'7 + 36"11 3'4"15 3'4"15 3'6"11 T E 11106 12 I g4X6 D F �4X6 M 6 Yo r' u' 03X4C i W5 G,4X4 H=sX6((C3)) =4X12(B3)B=H0308(C3) A Li N M L K J I 1112X4 =6X6 =6X8 =6X6 =4X6 1113X6 1, r 3'0"11 '4"15 3'8"7 1'4" - 15 3'6°11 + , 6"L 3'6°11 $'11"9 10'8" 12' 247 1T9'S 21'4" [!V I 1447 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,PF in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.147 J 999 240 B 4396 12481 / - / - / - / 5.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.330 J 764 180 H 6503 / 3304 I - / - / - / 5.5 BCDL: 10.00 Risk Category: it Snow Duration: NA HORZ(LL): 0.045 I - - Wind reactions based on MWFRS , Des Ld: 37.00 EXP' C HORZ L 0.102 1 - - �) B Min B Width Req = 2.2 NCBCLL: 10.00 Mean Height: 20.92 ft Code / Misc Criteria Creep Factor. 1.5 H Min Brg Width Req = 3.3 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: OA94 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 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.543 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT.20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 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 6/1/2013) Wind loads and reactions based on MWFRS. Top chord 2x4 SP #1 Maximum Sot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP #1 Webs 2x4 SP #3 :W5 2x4 SP #1: Chords Tens.Comp. Chords Tens. Comp. .Rt Wedge 2x8 SP #1: B - N 3960 -2200 K - J 4039 -2124 Lumber value set "136" uses design values N - M 3967 -2206 J -1 5004 -2581 approved 1/30/2013 by ALSC M - L 3951 -2192 I - H 6039 -2696 4 MAP L - K 4039 -2124 Nailnote . Nail Schedule:0.128"x3", min. nails*aee� Top Chord: 1 Row 12.00" o.c. @ w e� Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Bot Chord: I Row 3.25" o.c. ' @ Webs : 1 Row @ 4" o.c. N - C 122 -146 L - F 658 -1375 Use equal spacing between rows and stagger nailsft C - M 77 -85 F - J 1425 -623 in each row to avoid splitting. 4" to ®. M-D 1313 -755 J-G 474 -990 o.c. spacing of nails perpendicular and parallel n M eW. D - L 756 -1249 G - I 775 -328 grain required in area over bearings greater than 4" .. , E - L 2977 -1559 Special Loads E OF -(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 56 to 56 7.06TC- wog pif at -1.00 From 28 if at pif pif at pif r*' TC- From 56 at 10.67 to 56 at 21.33 BC- From 4 plf at -1.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 pif at 7.06 BC- From 10 pif at 7.06 to BC- From 10 pif at 12.00 to 10 pif at 10 pif at 12.00 21.33 140 015A 38 FF�56 81` BO BB 7F 4900 93.2E 85 Ft BC- 2251 lb Conc. Load at 7.06 s:�egma orb""t"u:� it"e a saafe aAan esi rt9irtln BC-1027 lb Conc. Load at 9.06 Pest t< Lk,oa?xszl go" ;c��r A� a�St A,s BC-1032 lb Conc. Load at 11.06,13.06,15.06,17.06"`''"``i6"�°�" 19.06,20.60�aa-d_d ad "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme cafe in fabricating, handl!!'nq, shippin , m stalling and brac'ng. , Refer to and follow the latest edition of BCSI ((Building Component Safety Information, b TPI and SBCA) for safety �recbces prior to pe ormmg these functions. Installers shall provide terliporar ahey, bracin er BCSI., Unless noted o herwise,top chord shall have properi attached structu I sheathin and bottom chord shall have a pro afrtty attacheSrigid ceilin Locations shown for permanent laterel restraint �f webs shall have insliedper BCSI sections B3, B7 or 510, orm F�llr;rt5 itr as applica qe. plq lates to each face of truss and position las shown above and on the Joint Details, unless noted otherwise. Refer to d drawings 160A-Z'forYstandani plate positions. Alping, a division of ITW Builddi'qctCompon nt� G Irp In .shall, not be res onsibie for any deviation from this drawing,aw failure to build the truss m conforms ce untFl AN51ITPl 1�toaror han�im s�i pin , installabgn and bracin of trusses.A seal on this drawing or cover page aindl^use I of Hrf ^era^wing f r anystrueture/s t�iegres�peonsibflity of the �uildf^g Designer peryANSIITP11 Sec.2how^. The suitagbillty Job Number: 136DCS105 PIy:1 SEQN: 746023 / T24 / JACK 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" OL OW Qty: 6 FROM: AH DRW: Truss Label: BJ1 Wgt:11.2lbs .. / .. 03/30/17 4"3 1 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II, EXP. C Des Ld: 37.00 Mean Height: 18.50 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1315" uses design values approved 1/30/2013 byALSC Wind Member design based on both MWFRS and C&C. 12 6 C 2X4(A1) B 0 -F T M O LID r— r 1' 1' 1' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.001 D - HORZ(TL): 0.001 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.171 TPI Std: 2007 Max BC CSI: 0.016 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver. 15.01.01.0402.19 > Prindad uVien o'fttZs docvnwn wen6iaaa fi d nei$and smsigd. and t�t.�T. s.3t:therit#rr47we�ciiia:m�t3a¢unri€s�3 en aardliirgrenu �eupiaw . M ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 150 187 1146 1- 149 15.5 D 11 /11 /19 /- /- 11.5 C -14 129 /27 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 " 0 B-C 29 -19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses regtuire extreme care in fabricating, handl'n shipp!n , installing and bracing. , Refer to and follow t�e latest edition of BCSI Building Componen Safety Information, by TPI an SBCA; fo'r safety �ractices prior to performing these functions. nstallers sh 11 provide to porerY rrrrey bracm per BGSI Unless noted olherM e,top chord shall have proper iY attached structural sheathin and bottm choreshall have a proerylr y attach�d rii !d ce!fing Locations shown lor permanent lateral restraint bf webs shall have bracing ins�alled per�CSI sections B3, B7 or �10. as applicablQQ Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to aml�nnrtf{s fit drawings 16oi1-Z for standard plate positions. Alpinp, a division of ITW Buildinq Compon nts Grorqup Inc. shall not be responsible for any deviation from this drawing,an failure to build the truss in conformance with ANSiT� PI 1, or or handlin shipping, installation and bracmp of trusses.A seal on this drewtYng or cover pa e listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number. 136DCS105 Ply: 1 I SEQN: 746022 / T23 / JACK 4EFB-Flora "C" OL OW /DR Horton MEFB-Flora "C" O OW City: 6 FROM: At DRW: Truss Label: BJ3 I Wgt:12.6 Ibs .. / ... 03/30/17 C 12 s� co O lO 2X4(A1) B C") A 3' 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CS1 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 B 193 195 / 162 / - / 101 / 5.5 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 / 8 / 42 / - ! - / 1.5 BCDL: 10.00 Risk Category: it Snow Duration: NA HORZ(LL): -0.004 D - - C 64 162 / 28 1- I - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL):-0.004 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 19.00 ft Creep Factor. 1.5 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.183 D Min Brg Width R e4 = - Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.075 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(OU10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver.15.01.01.0402.19 Wind Duration:1.60 WAVE Lumber I A- B 27 0 B- C 29 -110 Value Set:13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 byALSC Wind Member design based on both MWFRS and C&C. a "WARNING" READ "IMPORTANT" FURNISH THIS C any as Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 INCLUDING THE INSTALLERS 3. ,Refer to and follow the latest edition of BCSI (Building Ming these functions insta11 sh II pro 'de Uporary uctural sheathing a�na bottom cho�shall�nhave a properly have bracing installed per BCSI sections 83, B7 or 610, on the Joint Details, unless noted otherwise. 1 efer to it any deviation from this drawing,anv failure to build the in of truss s.A seal on this drawing or cover pa e ins�bility so�ely_for the design shown. The suitability irn�> 'CNft h?11R.f1I5,.,iEi Job Number: 136DCS105 Ply:1 SEQN: 7460211 T22 / JACK 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C' OL OW Qty 6 FROM: AH DRW: Truss Label: BJ5 Wgt: 16.8 Ibs .. / ... ' 03/30/17 N 12 6 ch o LO CV. B co 2X4(A1) A D 5' 1' 5' Loading Criteria (psf) Wind Criteria Snow Criteria (P%Pf in PSF) Deft/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 B 263 / 123 / 208 / - / 155 15.5 TCDL: 7.00 Speed; 160 mph Pf: NA 'Ce; NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 90 / 17 / 70 / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.010 D - - C 119 / 115 / 58 / - / - ! 1.5 Des Ld: 37.00 EXP: C HORZ TL :-0.012 D - - ( ) Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 19.50 ft Creep Factor.1.5 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.psf BCDL: 5.0 Bldg Code: FBC 2014 RES . Max TC CSI: 0329 D Min Brg Width Req = - Load Duration:1.25 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.182 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 4.50 ft FT/RT:20(0Y10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 15.01.01.0402.19 Wind Duration:1.60 WAVE Lumber Value Set:13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 byALSC Wind Member design based on both MWFRS and C&C. 40I Qi 5A:48, FF 5B 81,BO BB.7F'49P649:?E 85 FB 9"rtnintr ce laa arttdstlocvrncssi arm nmfCm€u(ccr pedandz 0"I 'and d S?ilt�&'$a.2ficriS#ial79zs sxid¢inist bu uadf4ad do a¢q mldtttmrtic A-B 27 0 B-C 53 -126 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 uiaiax "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fat�ricating, handling,shipping, ingtalling and brae ng. , Refer to and follow the latest edition of BCSI Building Componen Safety In(orrnation, byv PI an SBCA) sa ety practices poor to pe ormmg these functions installe snail provide to porarY Ell" cin per BCSI. Unl ss noted otherwise,top chord shall have properly attached structural sheathing and bottom clsiord shall have a pro My ri idceilin . Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or910, frg as appi!cabgi9. Apply gat s toach face, of truss and position as shown above and on the Joini Details, unless noted otherwise. (teferto1,,.. drawings 160A-Z for a nrgard pgate positions. Alping, a division of ITW Buildi CComponQnts Group InC. shall not be responsible for any deviation from this drawing,anY failure to build the truss m conf rmance with ANSq/Il PI 1, or tar handplirnq sgfippin ,installation and bracin of trusses.A seal on this drawiyng or cover pa e and„use of th of for anYcs etu e/s the essponsibrllty of the �ui dl„g Desig„er perYAN3 Pd1 Sec.2how„. The suitability i Job Number. 136DCS105 JL Ply:1 SEQN: 746020 / T25 / EJAC 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" OW Qty. 19 FROM: AH DRW: Truss Label: EJ7 I Wgt: 23.8 Ibs / ... 03/30/17 C 12 6 � M e O to C'7 � d' 2X4(A1) B 3:3 � A �--1, I r T Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Doff/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 B 336 / 117 / 257 I - 1170 15.6 TCDL: 7.00 Speed: 160 mph PF. NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 121 1102 / - /- / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.022 0 - - C 171 / 131 / 85 /- / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.031 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 20.00 ft Code / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.533 D Min Brg Width Req = - Load Duration:1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2007 Max BC CSI: 0.368 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCp!: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver. 15.01.01.0402.19 Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1130/2013 by ALSC Wind Member design based on both MWFRS and C&C. A-B 27 0 B-C 77 -160 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D, 0 0 -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TOIALL CONTRACTORS INCLUDING THE INSTALLERS �enuire ereme pre in fabricating, haol!!'ngg, shi pin , ingtalling and bracing. Refer to and follow the latest editipn of ¢CSI (Building fSafetgation, b TPIand SBCA) fors��ety rechces poortoing these functInhll r CSnoted o herwise,topord.sha I h�ve properlyattachd sructurelheathinanc) bottom c ord shall nave a properlygid ceilingcations shownfoentateraetraintbfwebshal have brcigspy netrrs xar ble.Appls to each face of truss and positio 1 asshown aboveand on the Join eta1? 60A-Z fo�ard plate positions. a division of ITW Building Components Group Inoshall not be_responsi¢le for any deviation from this drawing,any failure to build the any Job Number: 136DCS105 Ply:1 SEQN: 746027 / T31 / HIP_ I 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" OL OW Qty: 3 FROM: AH DRW. Truss Label: CJT Wgt: 42.0 Ibs / ... 03/30/17 T L Loading Criteria (psi) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration:1.25 Spacing: 24.0 " Wind Criteria WindSW: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height:19.99 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration:1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC- From 0 pif at -1.41 to 55 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 9.84 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- -7 lb Conc. Load at 1.41 TC- 128 lb Conc. Load at 4.24 TC- 238 lb Conc. Load at 7.07 BC- 23 lb Cone. Load at 1.41 BC- 103 lb Conc. Load at 4.24 BC- 179 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. a division of 6712 9110"1 6712 3'6"5 C 67 + 31 "5 16"1? 67 975 19,1014 Snow Criteria (Pg,Pf In PSF) DefI1CSl Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W PE NA Go: NA VERT(LL): 0.014 G 999 240 B 330 / 248 I - I- /- l7.0 Lu: NA Cs: NA VERT(TL): 0.034 G 999 180 E 389 / 222 / - / 0 / 0 / 1.5 Snow Duration: NA HORZ(LL): -0.004 F - - D 26 / 16 /- /- /- / 1.5 HORZ(TL): 0.009 F - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 1.5 B Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.240 E Min Brg Width Req = - TPI Sid: 2007 Max BC CSI: 0.325 D Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.252 Bearing B is a rigid surface. FT/RT•20(0)/10(0) Mfg S ecified Camber; p Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 15.01.01.0402.19 A-B 14 -13 C-D 69 -73 B - C 403 -645 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-G 598 -356 F-E 0 0 G - F 586 -353 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - C 289 -63 C - F 427 -709 40015A 38 Ff 56°81 B0 BB 7F 4900 99:2E 85 FB3 tki€iidm ha bm clscaranical3p vd snd ;�maleir.6yh4anaacf:H9arttncz; uc N371, 6) in t7:a dato shdetna ae LaSngaSHA%1 . auit3eci[iaatixs at!¢� �ibitit�r cx�ipm arttiz�'r�sssnes?t'um not ctmsio�ad Sgn¢idseed x�a{nd , and�iha S�,a.B:ztTteant#:a€ien colic rri�t bd.y¢rif'rd cn a"rey.clenreMc, �xopidu "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! IT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS i care in fabricating, handlingsh�ping, installing and bracing. Refer to and follow t�a latest edition of BCSI Building mation, b TPI and SBCA) sa ety practices prior to performing these functions. nstailers snll pro 'de to porardy s noted o herwise,top chord shall have properly attached structural sheathingg aand bottom c o shall�iave a pro e y cations shown for permanent lateral restraint of webs shall have bracing msTalled per BCSI sections 63, B7 or �10, 3tes to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. 12efer to ndard plate positions . any failure to build the g or cover pa e rn. The sui b!I!ty ttrrey' ..07f/1i>71tt1rS, tic i Job Number. 136DCS105 Ply:1 SEQN: 746065 / T35 / VAL 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" OL OW Qty: 1 FROM: AH DRW: Truss Label: V1 I Wgt: 56.0 Ibs 1 ... 03/30/17 5111°8 9'11'8 11'6° 511118 + 4' + 1'6°8 C=4X4 D 1112X4 12 6 F-1 112X4 B N 14 et G 1112X4 F 1112X4 1112X4 ' I 5111°8 9'11°8 11116" ' Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,P1 in PSF) Defl1CS1 Criteria ♦ Maximum Reactions (Ibs), or "=PLF TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.032 G 999 240 A" 76 132 148 /- 114 / 138 BCLL: 0.00 Enclosure: Closed LP: NA Cs: NA - VERT(TL): 0.050 G 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category-11 Snow Duration: NA HORZ(LL): -0.012 G - - A Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL}: -0.015 G - - Bearing A is a rigid surface. NCBCLL: 10.00 Mean Height: 21.48 It 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: 0.285 Maximum Top Chord Forces Per Ply (Ibs) Load Duration:1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 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 77 -183 C - D 40 -19 Loc. from endwali: not in 9.00 ft FT/RT:20(0)/l0(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 -65 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 "1313" uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC B-G 354 -321 D-E 69 -43 Wind�fii)).. • A4. C-F 161 -118 Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO. ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handl'ng, sh!1ppin , ingtalling and bracing. Refer to and follow the latest edition of BCSI Building f Safe Inf{ormation, b TPI an SBCA! fors a gractices pnor to performing these functions. Installsr� shaII prpYide temporaryirrreY BCSI. Unless noted othermse,top chord shad have prope, attached structur$1 sheathin and bottom chord shall have a pro id calling. Locations shown for permanent lateral restraint 8f webs shall have bracingg ms lied per BCSI sections 63, B7 or 810, of rrGttts ,c e. Aprpt�r Qlat�s to each face, of truss and pos!t!or� as shown above and on the JoinCDetaiis, unless noted otherwise. (defer to ..n�� any Job Number: 136DCS105 Ply:1 SEQN: 746067 / T32 / VAL 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" OL OW Qty: 1 FROM: GM DRW: Truss Label: V2 Wgt: 44.8 Ibs ! ... 03/30/17 3'11'8 T11"8 9'8' r 3,11.8 I 4' ~8"8 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP. C D Des d:: .00 Mean Height: 21.98 ft TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 9.00 ft GCpi: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values 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 See DWG VAL160101014 for valley details. C=4X4 1112X4 9'6" 3'11"8 4' 3'11"8 T11'8 96° Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): -0.009 G 999 240 A- 76 131 / 46 /- 113 1114 Lu: NA Cs: NA VERT(TL): 0.011 G 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.005 G - - A. Min Brg Width Req = - HORZ(TL): -0.006 G - - Bearing A is a rigid surface. Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.200 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2007 Max BC CSI: 0.110 Chords Tens.Comp. Chords Tens. Comp. Rep Factors Used: Yes Max Web CSI: 0.095 A - B 63 -160 C - D 43 -20 FT/RT,.20(Ou10(0) Mfg Specified Camber: B - C 44 -62 Plate Type(s): WAVE VIEW Ver:15.01.01.0402.19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - G 168 -46 F - E 179 -49 G - F 179 -49 2+ibiie� cc�alas of ttas ilacamaasfavm mct cam(c'sr�d :t�adand cmzi"d , arCrtsz 5i�13;ia.RhaeitkaElcaytrii2d triast�d asrit�d cri a6gclattrc�fc, ropigm Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B-G 318 -256 D-E 74 -43 C - F 181 -131 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! . "IMPORTANT" FURNISH THIS DRAWING TO ALLCONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handl'ng, shying, installing and bracing. Refer to and follow the latest edition of BCSI Building Compm onen Safety Information, b TPI an SBCA; fors ety practices prior to performing these functions. Installers shall provide to pora �trrey bracgg er BCSI Unless noted oherwise,top chord sha�l have properlyY attached structural sheathing nd bottom chord shall have a properryly attachet�rigid ceiling. Locations shown for permanent lateral restraint bf webs shall have bracing msga�l ed per BCSI sections B3, 87 or 610, "onr n?n , as applicable. Apply Iates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to / :., lr'g dravnngs 160A-Z for s�andard plate positions. Aiping, a division of ITW Buildi Components Group In4. shall not be responsible for any deviation from this drewing,aniy failure to build the truss rn conformance with A SqI� PI 1, or for hantllingf snipping, ins�llation and bracing of trusses.A seal on this draw ng or cover pa e listing this drawing indicates acceptance of ro essiiona1 eng veering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI I Sec.2. Job Number: 136DCS105 I Ply:1 SEQN: 7460691 T34 / VAL 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" OL OW Qty: 1 FROM: GM DRW. Truss Label: V3 Wgt 33.6 Ibs / .. 03/30/17 611 "8 7'6" 611"8 1'B B=4X4 12 g C 1112X4 T t7 N A 3X4(D1) IN -04 11 D E 1112X4 1112X4 7W -i l_ 611"8 5'11"876 Loading Criteria (psl) Wind Criteria Snow Criteria (PgRf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W A' 76 130 / 44 /- / 12 / 90.0 TCDL: 7.00 Speed: 160 mph Pf, NA Ce: NA VERT(LL): -0.055 E 999 240 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 Btg Width Req = - Des .00 EXP: C Mean Height: 22AB ft HORZ(TL : -0.019 E - - ) Bearing A is a rigid surface. NCBCLL: 10.00 TCDL: psf .2 4. Code! M1sc Criteria Creep Factor. 1.5 Soffit: 2.00 BCDL: psf Bldg Code: FBC 2014 RES Max TC CSI: 0.355 Maxlmum,Top Chord Forces Per Ply (Ibs) Load Duration:1.25 MWFRS Parallel Dist: h/2 to h TPI Sid: 2007 Max BC CSI: 0.259 Chords Tens.Comp. Chords Tens. Comp. A - B 64 -63 B - C 43 -16 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.076 Loc. from endwall: not in 9.00 ft FT/RT.20(OVIO(0) Mfg Specified Camber: GCp!: 0.18 Plate Type(s): Maximum Sot 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 136 -44 E - D 136 -44 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 Lumbervalue set "13B" uses design values B - E 254 -183 C - D 77 -40 approved 1/30/2013 byALSC Wind Member design based on both MWFRS and C&C. - Right end vertical not exposed to wind pressure. SAM*� Additional Notes AW See DWG VAL160101014 for valley details.` �ejr %. I TAT ... • � NOW I" I� 40Oi-5A39FP588i164BB711", 80042E85FB' This iEcrz,irasbacrs aFeatrcmics9fi�p`sdgnad sad 'esidd by Tliensfenartina�,: PH iac..tlt pA7la;jeii.iha datastwwmatznvanga SMR+i : . . i81tt14i9GrJtf6Sl C.OdC: rimedcMoles 61thkdnnen3mrann{wsuidaxmcisQ ed,andsca{nd .amdri s:€n%.•iutaari a¢ica.ca`l lain tma verified en a nyr_al2tinnac.. mpiau "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fayricating, hharp�di'ngg, shi ping, installing and bracing. Refer to and follow thhe latest edition of BCSI ((Bu!Id!ng Cort(ponenf S fety In{onnation, b TPI and SBGA; for safety practices prior to performing these functions. Installer� sh II provide terhporary,y brawn r BGSSt. Unless noted ol{her se,top chord shall have proper)v attached structural sheathingg arid bottom chor�shall have a properly attach�cPngid ceiling. Locations shown for permanent lateral!restraint bf webs shall have bracing installed per BCSI sections B3, B7 or g10, a�trls isi as applicable. Apply gates to ach face, of truss and positior? as shown above and on the Joinf Details, unless noted otherwise. itefer to drawings 160A-Z for standard plate positions. Alp!ng, a division of ITW Buildinq Components Gr�pp inch shall not be respond ¢le for any deviation from this drawing,aniy failure to build the Miss in con f finance i�h A Sllgl PI 1, or far hen gin s i pin ,installation aria bracin of truss s A seal on this draw ng or cover page, listing this 3rawin9, Iwndicates acre lance of rofess�'ona� engineed responsibility so�eiy for the design shown. The suibility and use of this drawing for any s9aure is t ie responsibility of the Building Designer per ANSIfTPI 1 Sec.2. For more information we this IoWs general notes pane and these web sites: ALPINE: www.al inettw.com• TPI: www. inst.o • SBCA. wwwsbdndustjY.00rnffi IM www.Iccsafe.org Job Number: 136DCS105 Ply-1 SEQN: 746071 / T36 / VAL 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" OL OW City: 1 FROM: GM DRW: Truss Label: V4 Wgt: 25.2 ibs I ... 03/30/17 i 3'11"8 5'6" J r 3'11"8 1'6"8 i 12 B=4X4 6� C III2X4 T a N m3X4(D1) A N �V D E 1112X4 1112X4 5'6" J 3111"8 1'6"8 + i r 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 Deflect!on !n loc Udefl U# Loc R / U / Rw / Rh / RL / W A* 75 / 29 / 41 /- / 10 / 66.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.019 E 999 240 BOLL: 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: it Snow Duration: NA HORZ(LL): -0.006E - - A Min Brg Width Req = - Des Ld: 37.00 EXP' C HORZ(TL): -0.007 E - - Bearing A is a rigid surface. Code / M!sc Criteria NCBCLL: 10.00 Mean Height: 22.98 ft TCDL: 4.2 psf 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. A - B 47 -40 B - C 46 -16 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.057 Loc. from endwall: not in 9.00 ft FT/RT:20(0Y10(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 "1313" uses design values B - E 192 -133 C - D 84 -41 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. •- v� # Additional Notesft Of See DWG VAL160101014 for valley details. o a low ft STATE OF .� fill, Aw 40d5A-3S FF 5B'S1�BQ BB 7F 48 0099<2E Si FB tfiiisemhazbar,{selaUranira34p snadaad eateA 6yTdaarrsl.hsartir,¢ir PE!fL,3e. p3738.'}anthrs dat«sxltoavrtatnvatufrflg aSHA*;t . ' atid�antkaticnattdc. €+r#nacdctpfcs ofttss"dctranani uanc+t tvnsldaxad ,igAsa;B anlf caaiad .and tha&4A;4 iufiMtkagieiy zcde;riALM in aarir!Adn detcrmml& . '•E4{tSat.' **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handl'n9 sh' in , installing and bracing. , Refer to and follow the latest edit!pn of ¢CSI (Building Component Safety Information, by TPI an SBCA� t9OF s� ty �ractices prior to performing these functions. installers shaft proYide to porarY bracing uer BCSI Unless noted o herwise,top chord sha 1 have properi attached structural sheathing and bottom chord shall have a properrliy rfitey. attacherJ r!sgid ceifingg Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applieaDla. App}y gates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. f?efer to drawings 160A-Z for standard plate positions. Alping, a division of ITW BuildinlComponents Group Inc.,shall not be responsible for any deviation from this drawing,any failure to build the truss ANSIITPI 1, for handling' installation bracin trusses.A seal on this drawing or cover e In conformance with or shipping, and of pa listing this drawingg indicates acrep�ance of ro-fesslonal engineering responsibility solely for the design shown. The suitablllty this for is the responsibility of the tuilding Designer ANSII iPl 1 Sec.2. and use of r7rawing any structure per For more IMonnaflon see This ob's eneral notes a e and these web sites: ALPINE: www.al ineitw.com• 7PI: www. fnsto • SBCA wwwsbcindu .com• [CC: wwwkwafe.orq i Job Number. 136DCSIOS Ply:1 SEQN: 746073 / T33 / VAL 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" i OW Qty.1 FROM: GM DRW: Truss Label: V5 Wgt:16.8 Ibs .. / ... 03/30/17 tr 1' 11 "8 TIS r 111"8 1,6-8 12 6 B=3X4 A 3X4(D1) _W(D1) 2 3'6" 3'6" kill Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pr In PSF) DefllCSl Criteria ♦ Maximum Reactions (Ibs), or "=PLF TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W A` 75 124 / 37 /- / 7 142.0 TCDL: 7.00 Speed: 160 mph Pf; NA , Ce: NA VERT(LL): -0.004 999 240 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: it Snow Duration: NA HORZ(LL): 0.001 - - A Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ(TL): -0.001 - - Bearing A is a rigid surface. Code / Mtsc Criteria NCBCLL: 10.00 Mean Height 23.48 ft TCDL: 4.2 psf Creep Factor 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.054 Maximum Top Chord Forces Per Ply (Ibs) Load Duration:1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.054 Chords Tens.Comp. Chords Tens. Comp. A - B 173 -127 B - C 179 -134 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber. GCpi: 0.18 Plate Type(s): Maximum Sot Chord Forces Per Ply (Ibs) Wind Duration:1.60 WAVE VIEW Ver 15.01.01.0402.19 i Chords Tens Comp Lumber Value Set:13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. r s ,*�w�'� 00 SRL b,QI.5k�3S FF"58 8� BO SB 7F 48 EJO 99 21: 84 'rCcrnrlasb"sep c6aarr�rt�ysied �d scata� by9kanuar;kai� A-C 123 -129 -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire x of a ca o in fabj '1catin�, handlin ; shil in , insfallinpg and cin�, RI to and follow the latest edity�n of BCSI podrsing d Safe IIn ormahon, b TPI an SBCA) for sa etyractices nor to rfo rnse functions Installe sha rovrde to r BCSJ Un s ngted o hervvi�e top or shall have properly attached structuheathing anc) bott4ro crsliord.sf�all hav a pron�r�y rd ceif(ngg Locations shown for errnanent lateral'lestraint bf webs shalt havein insieAppTy lattoach face, oPtrussand positisownveand ontoint Details, unless noted otherwise, f2efer to 60A-Z for s�andard plate positrons. ivision of I I W Buildin�Compononts Group Inc,_shail not be_responsible for anv deviation from this d[awin9.any failure to build the iX,trcY ffl#JRPiJlt7tSikc any Job Number. 136DCS105 Ply:1 SEQN: 746014 / T3 / COMN I 4EFB-Flora "C" OL OW /DR Horton /4EFS-Flora "C" OL OW Qty,: 2 FROM: AH DRW. Truss Label: L01 Wgt: 36.4 Ibs .. / ... 03130/17 i 5' 10, J r 5' {' 5' a 2 C=4X6 1� 978 i 5. Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DetUCSI 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 B 433 / 206 1272 /- / 79 13.5 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.013 F 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.029 F 999 180 D 433 1206 / 272 / - /- / 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 Code / Misc Criteria NCBCLL: 10.00 Mean Height 15.00 ft Creep Factor. D Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.195 Bearings B & D are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2007 Max BC CSI: 0.219 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.080 Chords Tens.Comp. Chords Tens. Comp. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber. A - B 19 0 C - D 482 -653 GCpi: 0.18 Plate Type(s): VIEW Ver.15.01.01.6402.19 Wind Duration:1.60 WAVE 1 B - C 482 -653 D - E 19 0 Lumber Value Set:13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left and right cantilevers are exposed to wind ted�i" a#thRssta�s+¢ntsrematcassiiii��d.igned�ndceaaE?d; dlts,iia8pit3isatit all taiil0id L.A.pq tri Acrsurv��clpttraS� -d�lez5' Maximum Bot Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. B - F 590 -363 F - D 590 -363 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 209 -31 —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS • require a eme cafe in fab 'satin , handl'n , shippin , installing and bracing. , Refer to and follow the latest a itipn of SCSI Building nenf SafetynforrnaUon, bv. �PI an� SBCA; for safety �racUces pnor to performing these functions. Installers s all provide to porar� Ser BCS� Unless rtgted o erwise,top chord shall have properiY att�ched structur� sheathrnq�and bottom c�o shall have a proper y nggid cei(ing. LocaUons shown for permanent lateral restraint cf we shall have racin in Iled per BCS secticns B3, 87 or 9'10, icab�e. Ap iy lates to each face of truss and position as shown above and on the JointgDetails, unless noted otherwise. (2efer to I s 160A-Z fgr s�andard plate positions. a division of ITW Buildinq Components GrouD Inc..shall not ba responsible for any deviation from this drawing,an9 failure to build the 'itarecy ^nnx,�u�crrxxi,r Job Number. 136DCS105 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" O OW Truss Label: L02 Ply:1 Qty: 1 Wgt: 44.8 Ibs SEQN: 746031 ! T5 / HIPS FROM: AH DRW: / .. 03/30/17 3' 7' 10, 3' 4' 3' 12 4 4 C =5X6 D 10 M=4X4(A2) B E=4X4(A2) 136 A F ~ ttiiGG IIIZX4 =3X4 1" 9,9"83'612 11"12 3'3"8 1, 11 '12 618"8 10, Loading Criteria (psf) Wind Criteria Snow Criteria ft,Pf In PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U 1 Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.031 G 999 240 B 635 /268 /- /- /- 13.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.069 G 999 180 E 635 1268 / - / - / - 13.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.010 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CMean Height 15.00 ft 9 HOf2Z(TL): 0.021 G - - B Min Brg Width Req = 1.5 NCBCLL: 10,00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor 1.5 E Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: 5.0 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 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.066 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber, Chords Tens.Comp. Chords Tens. Comp. GCp!: 0.18 Plate Type(s): A - B 19 -14 D - E 497 -1334 Wind Duration:1.60 WAVE VIEW Ver.16.01.01.0402.19 B - C 496 -1342 E - F 19 -14 Lumber C - D 453 -1295 Value Set:13B (Effective 6/l/2013) Maximum Sot Chord Forces Per Ply (Ibs) Top chord Zx4 SP #1 Bop 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 "l3B" uses design values H - G 1278 -454 approved 1/30/2013 by ALSC 0 Maximum Web Forces Per Ply (ibs) Special Loads --(Lumber Dur.Fac=1.25 / Plate Dur.Fac =1.25) Webs Tens.Comp. Webs Tens. Comp. TC- From 55 pit at -1.00 to 55 pit at 3.00RS C - H 168 0 G - D 174 0 TO From 27 pif at 3.00 to 27 plf at 7.00 TC- From 55 at 7.00 to 55 at 11.00 its " C - G 17 0 pit pit BC- From 4 pit at -1.00 to 4 pit at 0.00NO BC- From 20 pit at 0.00 to 20 pit at 3.03 + .00,40Z BC- From 10 pit at 3.03 to 10 pif at 6.97 '. BC- From 20 pit at 6.97 to 20 pit at 10.00 BC- From 4 pit at 10.00 to 4 pit at 11.00 TC- 100 lb Conc. Load at 3.03, 6.97 a , TC- 63 Ib Conc. Load at 5.00 BC- 120 lb Conc. Load 3.03, 6.97 at BC- 50 lb Conc. Load at 5.00� Wind - Wind loads and reactions based on MWFRS. -' Left and right cantilevers are exposed to wind -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require exVeme care in fabricatin , handl'n9, shippiri ,installing and bracing. , Refer to and fgilow the latest lition of CSI Building Corgponent Safety In(ormabon, b TPI an SBCA; for safety gracbces pnor to performing these functions Installs s II rov de to porary bracin ttr BCSI., Unless noted ol{herwisfe tap chord shall hays propert aft shed s�cturai sheathimand bott�m c�ro=arli hay. a p,gT y attachec�nAged ceiling. Locations shown or permanent lateral lrestramt of we shall have bracing ins Iled per CS sections B3, B7 or 0, A6i1 .ixr as applicab� Apply laces to each face of truss and position as shown above and on the Joini Details, unless noted otherwise. (tefer to' . drawings 160A-Z for s�andard plate posi4ons. Alpine, a division of ITV)r B 'I ' Components G up inq.,shall not be response le for; any deviation from this drawing,an failure to build the truss en conf nna ce unth NSei,� PI 1, or for ha �lin she pip , en Ilateon an� bracing of trusses A seat an this drawing or cover p g erndrnusei o$ treFri>�neiawfng for any s�riictu a iegresp nslbility of the �uilding Designer perYANSI1 TPI1 Sec.2hown. The surta9ility Job Number: 136DCS105 Ply:1 SEQN: 622339 / T1 / SPEC 4EFB-Flora "C" OIL OW /DR Horton /4EFB-Flora "C" OL OW City: 9 FROM: AH DRW: Truss Label: M1 Wgt: 25.2 Ibs / ... 03/30/17 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 :Rt Bearing Leg 2x4 SP #3: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. a division of Snow Criteria (Pg,Pf In PSF) DefUCSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# PF. NA Ce: NA VERT(LL):'-0.023 E 999 240 Lu: NA Cs: NA VERT(TL): 0.030 E 999 180 Snow Duration: NA HORZ(LL): -0.009 E - - HORZ(TL): 0.012 E - Code / Misc Criteria Creep Factor 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.373 TPI Std: 2007 Max BC CSI: 0.209 Rep Factors Used: Yes Mai Web CSI: 0.325 FT/RT:20(0U10(0) Mfg Specified Camber. Plate Type(s): WAVE VIEW Ver. 16.01.01B.0614.20 Sh�m�ecples dfBh2d�"an�si and dd} c"ns`id i s�s�� ms�ti�z�s�id . ant C}��?,t� � ae:t3mit�aUeri:iciyciriuws�gaiedf�manyciattr�a±s�, r T r co D N T 7"4 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 293 / 126 1218 / - / 101 / 8.0 D 214 1114 /137 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = 1.5 Bearings B & D are a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 B-C 52 -131 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-E 90 -178 Maximum Web Forces Pee Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. D - E 102 -36 C - D 1340 -640 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! iT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS pre in labricati;.�andl�f, shi in , ingtallRefer to and follow the latest edition of BCSI Building n,b TPI aSCAr safety �racb-8 ttoted o herwischoshall have grope att ched structural sheathin nd bottom coo shall have a pro e y ites to eachho ace�ofPtruss andtpositlt onreas sho n aeb�ove and onvtheJo of Detail�isedunee s noted oUiervvise g712efe�r to ' crzreY ' ..dt7fJTtst1c.77r,Sy:azr any Job Number. 136DCS105 Ply:1 I SEQN: 746026 / T11 / GABL 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" O OW Qty: 1 FROM: AH DRW: Truss Label: MGE Wart: 28.0 Ibs I ... / ... 03/30/17 3' 5'10-P2 3' 2' 10"4—� E 4 12 p T C (V � A =2X4(A1) 1I l FI H Loading Criteria (psi) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: C Mean Height 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 6/1/2013) Top chord 20 SP #1 Bot chord 20 SP #1 Webs 20 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes Al plates are 2X4 except as noted. Loading Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing requirements. ++ Anchorage req'd to prevent truss from slipping off bearing. ly 121 &3"4 3' 2' 10"4i 1' -r 3, 1 5 h5,10"144v Snow Criteria (Pg,Pf In PSF) DefUCSI Criteria, ♦ Maximum Reactions (Ibs), or "=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): -0.001 H 999 240 B 114 176 / 103 / - / 101 11.5 Lu: NA Cs: NA VERT(TL): -0.001 H 999 180 B 77 / 45 / 61 / - / - / 14.5 Snow Duration: NA HORZ(LL): -0.001 D - - 1" 67 / 36 146 / - 1- 156.0 HORZ(TL):-0.001 D - - Wind reactions based on MWFRS Code! Misc Criteria Creep Factor 1.5 B Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.145 B Min Brg Width Req = 1.5 TPI Std: 2007 Max BC CSI: 0.033 B Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.066 Bearings B, B, & B are a rigid surface. Bearings B, B, & B require a seat plate. FT/RT:20(0)!10(0) Mfg Specified Camber. Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver.16.01.01.0402.19 Chords Tens.Comp. Chords Tens. Gomp. A-B 19 0 C-D 13 -99 B-C 12 -179 D-E 6 -19 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-H 8 -20 G-F 0 -1 H-G 3 -7 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C-H 271 -124 E-F 48 -18 D - G 252 -87 "WARNING*' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS rec]uire ex�eme pre in fab�satin , handl!'n , shipping, installing and bracing. , Refer to and fgilow the latest e(iifian of SCSI Building nenl Safety Information, b TPI an� SBCA) for safety IpracUces prior to periorming these functions Installers mall p�vide to porarY Ser BGS! Un ess noted o hanvise,top chord shall have properi att shad structural sheathm and bottom carat shal gave a proy rig id ceifin .Locations shown for pennanent lateral, restraint �f we�s shall have brawn mslalled per BCS sections 3, B7 or 0, pb�s. Apply lates to each face of truss and position as shown above and on the 'Join Details, unless noted otherwise. (2efer to onttirr!x:ir Is 160A-Z for s�andard plate positions. a division of tTVJIttBu{I(ii Components G. p Inr� sh�ll not be respona big for any deviation from this drawin ,aniy failure to build the conf rmapce uvr A�S�igl PI 1, or or handiingg', s ippmg, installation and bracin4 of trusses A seal on thi dg w rtg or c ver page this arawr 1 indlrcates acceptance of protessional engineering ►esponsibil'rty sole)yfor the des�gn Town. Tlie auitablhty Job Number: 136DCS105 Ply:1 1 SEQN: 746025 / T30 / JACK 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" OL OW Qty.: 4 FROM: AH DRW. Truss Label: BJ1L Mt: 11.2lbs .. / ... 03/30/17 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des .00 DLd: 37 Des d:: Mean Height: 15.00 ft .00 NCBTCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist.a: 3.00 It Loc, from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Left cantilever is exposed to wind 12 4 C 2X4(A1) B T A ti D Snow Criteria (Pg,Pf in PSF) Def 1CSI Criteria Pg: NA Ct: NA CAT. NA PP Deflection in ' loc Udefl U# Pf. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.000 D - HORZ(TL): 0.000 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.160 TPI Std: 2007 Max BC CSI: 0.016 Rep Factors Used: Yes Max Web CSI; 0.000 FT/RT:20(0)110(0) Mfg Specified Camber. Plate Type(s): WAVE VIEW Ver.15.01.01.0402.19 3iiiu�srystns nt' cf�z rioc�mrmi ��mat cuarsid�bit s§gned aeid:sc�and �. uui;fmw��.A=i:x`udicn�raWgaV��i��zsi bgasiifS�ivc�n�c7stier�;' ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 132 1100 /131 /- /30 13.5 D 12 /10 /19 /- /- 11.5 C 3 120 /22 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 17 0 B-C 16 -7 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme ca[a in fa ricatin�, handl'n , shi�ping,installing and bracing. Refer to and follow the latest e�ition of BCSI Building f Safety IInformation, b TPI an SBCA� for sa sty practices prior to performing these functions. Installs s all provide to porarrvv BCSI Unl ss noted oherwise,top chord shall have proper)Y attached s�aural sheathm aand bottom rcSnord shall have a pro eriy aaid Sifinp (ovations shown for permanent lateral restraint Uf webs shall have bracing ms aped per BCSI sections 63, 67 or �10, le. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. f2efer to 60A-Z for standard plate positions. any failure to build the g or cover pag rn. The sulfa glftty 7trteY "vnr�r�r/tenr�s Job Number. 136DCS105 I Ply:1 SEQN: 746024 / T8 / EJAC , I 4EFB-Flora "C" OL OW /DR Horton /4EFS-Flora "a' OIiL'OW Qty: 3 FROM: AH DRW: Truss Label: EJ3L Wgt: 12.6 Ibs / ... 03130M7 3+5 A 12 4 � 2X4(A1) B 1� C � To T c� ti D 3 1 s_F 31 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pr in PSF) DefUCSI Criteria • Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph K NA Ce: NA VERT(LL): NA B 187 / 86 1149 / - 157 / 3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 50 /7 /38 /- /- / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D - C 63 / 43 126 / - 1- / 1.5 Des Ld: 37.00 EXP: C HORZ(TL):-0.004 D - - Wind reactions based on. MWFRS NCBCLL: 10.00 Mean Height 15.00 ft TCDL: 4.psf Code / Misc Criteria Creep Factor.1.5 B Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: 5.0 psi Bldg Code: FBC 2014 RES 9 Max TC CSI: 0.159 D Min Brg Width Req = - Load Duration:1.25 MWFRS Parallel Dist 0 to h/2 TPI Std: 2007 Max BC CSI: 0,077 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply (Ibs) GCpf: 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) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Terts.Comp. Lumber value set "l36" uses design values B - D 0 0 approved 1/30/2013 byALSC Wind Member design based on both MWFRS and C&C. !.eft cantilever is exposed to wind'W, �a , "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require exVeme cafe in fabricatin , hh ndd1'n , shippin , ingtalling and bracing. , Refer to and follow the latest edition of BCSI ((Bu!Idfng Con!ponengt Safety lnfomtahon, b TPI an� St3CA; for safety Ilrachces pnor to perfomm�g t�tese functions. Installe shall p Me terhporarY ip bracm pqr SCSI , mless noted o herwise,top chord shall have proper)Y att thed s�uaural sheathing nd bottom c o shall Me a properly attachoc7 n9 id cei(in .Locations shown for ermanent lateral restraint bf we�s shall have bracin mstaTled per BCS sections 63, 67 or 810, as applicable. Apply plat s to�a ch face ofPtruss and position as shown above and on the Join Details, unless noted otherwise. loafer to nrrrrrt!t:zic drawings 160A-Z for sianoard plate positions. Atrulpine, a division nnot ITWhhBu'��I i Components G yip In , stjall not be respansibie for; any deviation from this drawing,an failure to build the lisiing this dr�awin� mdicAa es aciee' eaneeho'�pi'rogfe i�Onal' eng,nieer�n9a �esponsibilittyy solely for the on gn sh own.or The suitability and use of this �rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number. 136DCS105 Ply:1 I SEQN: 746028 / T7 / HIP_ ' I 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" OL OW Qty: 2 FROM: AH DRW: Truss Label: CJ3L Wgt: 15.4 Ibs .. ! ... 03/30/17 2.83 � C N_ 2X4(A1) B co~ A ti D I- 1'5" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des d:: D Des Ld: 37.00 EXP: C Mean Height: 15.00 it .00 NCBTCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration:1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration:1.60 Lumber Value Set:13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Special Loads ---(Lumber Dur.Fac.=1.25 / Plate Dur.Fac. 1.25) TC- From 0 pif at A Al to 54 pif at 0.00 TC- From 2 pif at 0.00 to 2 plf at 4.18 BC- From 0 plf at -1.41 to 4 pif at 0.00 BC- From 2 pif at 0.00 to 2 pif at 4.18 TC- 5 lb Cone. Load at 1.41 BC- 24 lb Conc. Load at 1.41 Wind Wind loads and reactions based on MWFRS. a 412118 4'2"3 Snow Criteria (Pg,Pf In PSF) DdUCSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# P .. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.001 D - - HORZ(TL): 0.005 D - - Code / Misc Criteria Creep Factor 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.083 TPI Sid: 2007 Max BC CSI: 0.111 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber. Plate Type(s): VIEW Ver.15.01.01.0402.19 WAVE tir�d*.npicsofShtsd 'arnani n�icens`i as1a#peaxpd:srak??ir. arB�dFsz;�sih�`sul5iari�aU0x9r�iatlit�t�n;acNf�3 erc anyc3attrs�: '�t,'agia<• ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 147 /68 /- 1- !- /4.9 D 70 /3 !- /- /- /1.5 C 36 /4 I- 1- !- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 9 -7 B-C 8 -2 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricatin , hanA!n , Upin , installing and bracing. Refer to and follow the latest e(lition of BCSI �Buildinng Safety nlormation, I TPI an SBC 1 for sa a �ractices prior to performing t ese functions. installers s all rovide to porary BCSI. l�n ess noted o herwise,top chord shall h�ve proper{Yy attached s�ructura sheathing grid bottom chord shall pave a propper y aid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or B10, i!@ Appty Agates to each face of truss and position as shown above and on the Joint" Details, unless noted otherwise. k fer to 6e0i4-Z for standard plate positions. i,.. cep_ . , rrr/mr�en/s, trt any i Job Number. 136DCS105 Ply.1 �SROM:AH EQN: 622342 / T41 I SY42 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" OIL OW Qty: 1 DRW: Truss Label: FT1 I Wgt: 109.2 Ibs Page 1 of 2 .. / ... 03/30117 (TYP) =2X4 W=3X4 =2X4 -F a ALA C D E F G H I J K L M N O P QR S =2X4q 1 3a AK AJ Al AH I AG AF AE AD AC AB AA Z Y X W V U W=3X4 19'11"8 19'11"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or "=PLF TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT. NA PP Deflection in loc III 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 I - I - I - l - 1239 BCLL: 0.00 Enclosure: NA III 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. Des Ld: 55.00 EXP: NA Mean Height: NA it HORZ(TL): 0.001 R - - NCBCLL: 10.00 TCDL: NA psf Code I Misc Criteria Creep Factor 1.5 Maximum Top Chord Forces Per Ply pbs) Soffit: 0.00 BCDL: 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 it 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 GCp!: NA Plate Type(s): D- E 1 0 M- N 1 0 Wind Duration: NA WAVE VIEW Ver.16.01.01B.0614.20 E- F 1 0 N- O 1 0 Lumber F- G 1 0 O- P 1 0 Value Set: 13B (Effective 6/112013) G- H 1 0 H-I 1 0 P- Q Q-R 1 1 0 0 Top chord 4x2 SP #1 1-1 1 0 Bot chord 4x2 SP #1 Webs 4x2 SP #3. Maximum Sot Chord Forces Per Ply (Ibs) Lumber value set "1313" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 113012013 by ALSC AK-AJ 0 -1 AB -AA 0 -1 Bracing 4,16AJ-AI 0 -1 A/- Z 0 -1 Sheathing is required for any longitudinal(drag) f 4� AI-AH 0 -1 Z - Y 0 -1 forces. All connections to be designed by the building X se , " r��• AH AG 0 -1 Y - X 0 -1 designer. "t AG-AF 0 -1 X-W 0 -1 Fasten rated sheathing to one face of this frame. " AF-AE 0 -1 W - V 0 -1 AE-AD 0 -1 V-U 0 -1 Plating Notes ADAC 0 -1 U-T 0 -1 All plates are 2X4 except as noted. ,..,. win ; , AC -AB 0 -1 Additional Notes 4 x ; Maximum Web Forces Per Ply (Ibs) Webs are square cut except dbi 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 �' ,F , X. A -AK 0 -5 T-S 0 -7 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. 4fl'Q 5A33FF51361', 08137F4800992E851`8 B-AJ 0 -107 J-AA 0 -133 tAikrEcm8as6arncrcicrsaadirdscat�bq�ron ml:rrairttnci; C-AI 0 -139 L-Z 0 -133 z�e�s7�$�lsatir"daustwrnaGnyaus$igas�pi maiclimitra'atrsn mdc. : . D-AH 0 -132 M-Y 0 -133 E-AG 0 -134 N-X 0 -134 Prtlirc&,:cic tvfttzatr€ceartl'mrmnrtctmii£�rmr6sf.icd?*+A;usain�I. F-AF 0 -133 O-W 0 -132 ye 4tisre v tvsiv0 a N xtigrea l re t s¢oa if d'xx any pia zr. G -AE 0 -133 P - V 0 -139 raa lax H -AC 0 -133 Q- U 0 -107 -WARNING*" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire a nine care in fab� '1catin , hha dl'n , shi Conlponengt Safety�nformatron, by TPI and SBG�A; for sat° bracm pqr BCSj., nless noted o herwise,top chord shall p�n ,installing and bracing. , Refer to and follow the latest edition of ¢CSI ((Building Oiaclices prior to performing Tese functions. Installe shell provide terhporar� have properg attacche� sMuCtur� sheathin �nd bottom c io shall have a roge y attachgd ngid calling Locations shown for permanent lateral as applica e. Apply Plates to each face of truss and position restraint bf we s all have rating ins ed per BC 3 sections as shown above and on the Join Details, unless noted otherwise. B3, B7 or 10, )tefer to �ypx 1 kar drawings 160A-Z for standard pte positions. Alpine, a division of ITW Bui ,,i Components Group Inc.,shall not be res onsible for any deviation from this drawing,any failure to build the truss in nforma ce wit ,A Sl/�Pl 1, or for ha dling�shipping, installah�n and bracing o trusses.A seal on this d wing or listing this drawrnng, in�icates acceptance of pro ss ona engineering responsibility solely for the design shown. cover page _ The suitability any e � Job Number: 136DCS105 Ply: 1 SEQN: 622342 / T41 / SY42 4EFB-Flora "C" OL OW /DR Horton /4EFS-Flora "C" OL OW Qty: -1 FROM: AH DRW: Truss label: FT1 Wgt:109.2 Ibs Page 2 of 2 i AB 0 -133 Pr�tadia� pf tt�:�ftxinnen3�rp not crmzi3csrud sf�ne�O and €enintl , :se4d rt�i:�C.R=L �a�t3ic�itka4i iu'i,srid�ir`rurt 6a Yarifait Yrs 5ny ¢3citrsa�. iazz� **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handi'n , shipping, installing and bracing. Refer to and follow the latest edition of BCS1 Building Safety nformation, b TPI an SBCA; for sa ety practices pnor to performing these functions. Installers sh 11 pprovide to porar BCSI. Unless noted oytherwise,top chord shall have proper tyy attached structural sheathin and bottom chorlmarll have a pro er4y ,lid ceiling. Locations shown for permanent lateral restraint 8f webs shall have bracingq ins sled per BC SI sections B3, B7 or �10, e. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. 12efer to 60A-Z for standard plate positions. .oJ7fjXt�¢17P�:7ic any ral nc I Job Number: 136DCS105 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" O OW Truss Label: FT2 1112X4 =2X4 A B T AD =2X4AE � � 388 AC Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 XP: NA D Des d:: .00 Mean Height: NA ft NCBTCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration:1.00 MWFRS Parallel Dist NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCp!: NA Wind Duration: NA Lumber Value Set:13B (Effective 611/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 4X6 except as noted. Camber Max JT VERT DEFL: LL: 0.38" DL: 0.26". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. "WARNING" READ AND "IMPORTANT" FURNISH THIS DRAY1 a division of any 7'3"8 7'3"8 �7"4 �13"12� 1_3"12� 1112X6 1112X4 1116X8 C D E F G AAZ X8Y III5X6 W=3X4 Ply. I SEQN: 622347 / T38 / SY42 Qty: 5 FROM: AH DRW: Wgt:142.8lbs ! ... 9K"I2 9'3"8 i4 19,11"8 2' 10'5"12 1{ =5X6 W=3X4 H I J K W V =5X8 =4X4 1'3"12� 1'3"12' =3X4 1112X4 L M N T S 03/30/17 =2X4 1112X4 O PO 19'11 "8 Snow Criteria (P9,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W PF. NA Ce: NA VERT(LL): 0.379 H 616 360 AC 1084 I - I - I- 1- 17.5 Lu: NA Cs: NA VERT(TL): 0.593 H 394 240 R 1085 / - / - /- /- / 4.0 Snow Duration: NA HORZ(LL): 0.049 R - - AC Min Brg Width Req = 1.5 HORZ(TL): 0.076 R - - R Min Brg Width Req = 1.3 Code / Misc Criteria Creep Factor 1.5 Bearings AC & R are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.534 Bearing AC requires a seat plate. TPI Sid: 2007 Max BC CSI: 0.712 Rep Factors Used: Yes Max Web CSI: 0.658 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens, Comp. Plate Type(s): A- B 1 0 1-1 0 -4604 WAVE VIEW Ver.16.01.01B.0614.20 B-C 0-1891 J-K 0 0 C- D 0 -3329 J- L 0 -4086 D-F 0 -3329 L-M 0 -3305 E-F 0 0 M-N 0 -3305 F-G 0 -4618 N-O 0 -1896 G-H 0 -4624 O-P 1 0 H -1 0 -4612 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. . ` AC -AB 1059 0 W - V 4392 0 ese 'f AB- Z 2708 0 V- U 0 0 " 1 +, AA- Z 0 0 V- T 3809 0 Z- Y 4034 0 T- S 2700 0 Y-X 4034 0 S-R 1061 0 e; X-W 4624 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. AD-AE 0 -3 W-J 621 -66 rv` A AC 0 -41 J- V 0 -425 AC- B 0 -1474 V- L 386 0 B AB 1157 0 L- T 0 -684 AB-C 0 -1136 M-T 0 -79 C- Z 844 0 T- N 822 0 D - Z 0 -89 N - S 0 -1119 41015A 38IE 58 814. B,1 48'00 99 2E 95 FBI. Z-F 0 -959 S-O 1161 0 sht1[cmhasbaznclepralrayd3rds�at?ierAauasltaanMci4 c(t. icpi7i�x�ztsstatest F-X 1381 0 O-R 0 -1477 icniita[fax,.se - X- G 0 -918 P- R 0 -40 H-W 0 -326 R-Q 0 -7 d-: 'ALL NOTES ON THIS DRAWING! ALL CONTRACTORS INCLUDING THE INSTALLERS installing and bracing. , Refer to and follow the latest %iti n of CSI (Buildin actices pnor to perloomng ese functtiions Installs s I row de to pora arfrtY 'stralnt �f webs shall havearac�n fnstaled per BCSI Se�cfslo�nas 83�67 0�o�10Y as shown above and on the Join Details, unless noted otherwise. )tefer to ot�psxl/tt(5sir not be res onsible for any deviation from this drawing,a6n failure to build the installaU�n andd bracing of trusses A sal on this draw ng or cover p ge engineering responbility solely 1Lor the.tlesign shown. The suitability Job Number. 136DCS105 Ply: 1 SEQN: 6223501 T29 / SY42 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" OL OW Qty: 6 FROM: DJH DRW. Truss Label: FT3 Wgt:105.0 Ibs / ... 03/30/17 7'3"8 9-3"8 9j5"12 1678 778 2' 244 6'8"12 _I i ,+-'i i' I-1,3" 1112X4 A T T8 v 1 T. 1112X4 =4X4 1112X4 1113X4 B C D E F Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 6.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf - Soffit: 0.00 BCDL: NA psf Load Duration:1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set:13B (Effective 6/112013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "It3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 4X6 except as noted. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. =3X6 1113X4 W=H0308 1112X4 =4X4 1112X4 G H I J K L=2X4 P O N 1114X4 =3X6 16'2"8 _I Snow Criteria (Pg,Pf in PSF) Def1/GSl Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.185 F 999 360 U 878 /- /- /- /- /7.5 Lu: NA Cs: NA VERT(TL): 0.307 F 613 240 M 879 / - / - / - / - / 3.0 Snow Duration: NA HORZ(LL): 0.032 B - - U Min Brg Width Req = 1.5 HORZ(TL): 0.056 B - - M Min Brg Width Req = 1.3 Code / Mise Criteria Creep Factor. 1.5 Bearings U & M are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.582 Bearing U requires a seat plate. TPI Std: 2007 Max BC CSI: 0,743 Rep Factors Used: Yes Max Web CSI: 0.412 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)110(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A- B 1 0 F- G 0 -2762 WAVE, HS VIEW Ver 16.01.018.061420 B - C 0 -1470 G - H 0 -2442 C- D 0 -2451 H -1 0 -2442 D-E 0 -2451 I-J 0 -1471 E-F 0 -2756 J-K 1 0 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. U- T 848 0 Q- P 2762 0 T- S 2064 0 P- O 2760 0 S- R 2699 0 O- N 2063 0 R- Q 2699 0 N- M 848 0 �s#v Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. e V-W 0 -3 P-G 145 -70 ., ,... . A-U 0 -41 G-O 0 -648 so ' U-B 0 -1181 H-O 96 -135 ot i B-T 864 0 0-1 515 0 tTAXS OF . ;; T- C 0 -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 E-Q 457 -163 M-L 0 -7 CA Zz . Q-F 57 -321 Pr�+iudcnplcx �ftt�s d�,am�rt azta nxtt cans3i .iai3 and��ak?d .. sne; tl�is.th abvdiari�tl?r[crisla:intsstba,ugrifrati esc`any+�dietirmisSaw„ "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reeqquire extreme care in fabricating, handl'ng, shippin , installing and bracing. , Refer to and follow the latest edit'l0n of BCSI ((Building Component Safety Information, b TPI an� SBCA; for safety �ractices pnor to performing these functions. Installers shall pr I 'de tethpora bracin per BCSJ. Unless noted oherwise,top chord shall have proper) attached structural sheathing and bottom chord ghali Rave a proper{y atta p n id ceiling. Locations shown for permanent lateral restraint if webs shall have bracingg installed per BCSI sections 3, B7 or 10, win en ias as applicable. Apply plates to ach face, of truss and position as shown above and on theJoin Details, unless noted otherwise. Refer to drawings 160A-Z for standard pate positions. Alpine, a division of ITV)f Buildi Components G yrp Inc. sh II not be responsible for any deviation from this d wing,aniy failure to build the t[uss in conformance m�h ANS�/fPl 1, or for ha crilin shi p�n , inst�IlaUon and bracin of trusses.A eel on this draw ng or cover page listing this drawfn indicates acrep�ance of rogfess�ona� engineering responsibility solely for the design shown. The suitability and use of this �iawIng for any structure is the responsibility of the Building Designer per ANSIlTP11 Sec.2. For more information see this ob's enerai notes a e and these web sites: ALPINE: www.at ineitw.com TPI: www. insLo SBCA www.sbcindus .com• ICC: wwwkwafe.o I , Job Number. 136DCS105 I Ply:1 SEQN: 622358 / T27 / SY42 4EFB-Flora "C' OL OW /DR Horton MEFB-Flora "C" Ot OW Qty: 3 FROM: DJH DRW: Truss Label: FT4 I Wct:142.81bs / ... 03130/17 9'�12 778 913"8 r 20' i 778 } 2' r 10'6"4 1112X4 =2X4 T -3ADA B =X4AE 1 AC 1112X6 =5X6 1112X4 1116X8 W=3X4 C D E F G H I J K X W V U X8 Y 1115X6 =5X8 =4X4 W=3X4 20' =3X4 1112X4 L M N T S =2X4 1112X4 O PQ Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT. NA PP Deflection in loc !Jdefi U# 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 /- /- /- /- 17.5 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.597 H 391 240 R 1088 / - / - / - / - 14.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.049 R - - AC Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(TL): 0.076 R - - R Min Brg Width Req = 1.3 NCBCLL: 10.00 Mean Height NA it TCDL: NA psi Code / Misc Criteria Creep Factor.1.5 Bearings AC & R are a rigid surface. Soffit: 0.00 BCDL: NA psi Bldg Code: FBC 2014 RES Max TC CSI: 0.540 g Bearing AC requires a seat plate. Load Duration:1.00 MWFRS Parallel Dist NA TPI Std: 2007 Max BC CSI: 0.717 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.662 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT1RT:12(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. 1: NA GCpi: NA Plate Type(s): A - B 1 0 1-1 0 -4623 Wind Duration: NA WAVE VIEW Ver.18.01.01B.0614.20 B - C 0 -1896 C-D 0 -3337 J - K J-L 0 0 0 -4100 Lumber D - F 0 -333 L - M 0 -3315 Value Set:13B (Effective 6/1/2013) E-F 0 0 0 M-N 0 -3315 Top chord 4x2 SP #1 F - G • 0 -4636 N - O 0 -1901 Bot chord 4x2 SP #1 G- H 0 -4642 O- P 1 0 Webs 4x2 SP #3 H -1 0 -4630 Lumber value set "1313" uses design values approved 1/3012013 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 Camber �f*� AB-Z 2714 0 AA-Z 0 0 V-U V-T 0 0 3821 0 Max JT VERT DEFL: LL: 0.38" DL: 026". See detail for . ' * Z - Y 4048 0 Y X 4048 0 T - S S R 2707 0 1063 0 DEFLCAMB1014 camber recommendations. _ , , - - .: X - W 4642 0 Additional Notes e + 2x6 continuous strongback. See detail '- Maximum Web Forces Per Ply (Ibs) STRBRIBR1014 for bracing and bridging TAT Webs Tens.Comp. Webs Tens. Comp. recommendations. , '• AD-AE 0 W J 622 67 Webs are square cut except dbl diagonals or as >e -3 - otherwise shown. + ._.. any A -AC 0 -42 AC- B 0 -1477 J - V V- L 0 -427 389 0 Truss must be installed as shown with top chord up. g AB 1161 0 L - T 0 -688 AB- C 0 -1138 M- T 0 -79 C- Z 846 0 T- N 825 0 4D Qi 9d 38 FFi# 81 BO SB 7F48 i1£k98 2€ SS:F�', D-Z 0 -89 N-S 0 -1122 rt 4rterniti5xte ncEscareu trapa43 sa alatryseaai',razarta ou Z - F 0 - 966 S - O 1165 0 P�tit.i tie Ad7187fca7i97rdafexrmaitabuuol16s5H�S.1 ^.• .. F - X 1391 0 O - R 0 -1460 wtheni3€ati m ox�c X- G 0- 924 P- R 0 -40 ofikdixtazwt`W:0not cant5 mc+ med d".sma 9;. H-W 0 -321 R-Q 0 -7 •'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire a eme care in fabricating, heir ling, shi pin , ingtalling and bracing. , Refer to and follow the latest a tin of BCSI Building Corilponen Safety n ormation, b TPI an SBC ) for sa sty �ractices poor to performing these functions Installs s it rowde to pore nyr bracing pergBCS . n ess noted o ervviseato chord shallph�ve ro , eriY aathed structural sheathing and bottom rcno �s pall have a rope attacheu rigfld ceili gg Locations hown fodr Aermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10y as applicable. Ap Ty later to each face of truss and positidn as shown above and on the Joinf Details, unless noted otherwise, iiefer to drawings 160A-Z fgr s�andard plate positions. AlpinQ, a division of ITW Buil�lin Components Gr�(tp Inch shlall not be responsible for any deviation from this drawin ,an failure to build the truss rn conformance wit A SU� PI 1, or r ha im s i pin ,installation and bracin of trusses.A cal on this dr�awiYr or cover page listin this drawing in�icates acre fence of rogfess�onaln en Ineenn responsibility solely for the design shown. The suitability and use of this drawing far any s�ructure is the responsibility of the 9 Designer per ANSI1TPI 1 Sec.2. Job Number: 136DCS105 Ply.1 SEQN: 622362 / T42 / SY42 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" OL OW Qty: 5 FROM: DJH DRW: Truss Label: FT5 Wgt: 145.6 Ibs / ... 03/30/17 9'�8 7'3"8 9'3"8 201" _I f 778 2, i f' 10'6"8 �3"1� 17 2 1112X4 1112X6 W=3X4 =2X4 =2X4 1112X4 1116XB 1116X6 =5X6 =3X4 1112X4 1112X4 T e AD r —2X4AE Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA D Des d:: .00 Mean Height: NA ft TCDL• NA psf Soffit: 0.00 BCDL: NA psf Load Duration:1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA it Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Value Set:13B (Effective 6/l/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 4X6 except as noted. Camber Max JT VERT DEFL: LL: 0.39" DL: 027", See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. R =ants W=3X4 20"" Snow Criteria (Pg,Pf In PSF) Defl(CSI Criteria ♦Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL / W Ph NA Ce: NA VERT(LL): 0.389 H 604 360 AC 1091 1- ! - / - /- / 7.5 Lu: NA Cs: NA VERT(TL): 0.606 H 386 240 R 1092 / - / - ! - / - / 5.5 Snow Duration: NA HORZ(LL): 0.049 R - - AC Min Brg Width Req = 1.5 HORZ(TL): 0.077 R - - R Min Brg Width Req = 1.3 Code / Misc Criteria Creep Factor 1.5 Bearings AC & R are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.541 Bearing AC requires a seat plate. TPI Std: 2007 Max BC CSI: 0.729 Rep Factors Used: Yes Max Web CSI: 0.675 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A- B 1 0 1-1 0 -4663 WAVE VIEW Ver.16.01.01B.0614.20 B -C 0-1906 J-K 0 0 C- D 0 -3354 J- L 0 -4129 D- F 0 -3354 L- M 0 -3334 E-F 0 0 M-N 0 -3334 F-G 0 -4673 N-O 0 -1910 G-H 0 -4679 O-P 1 0 H -1 0 -4667 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. NO 'ee 4 AC -AB 1066 0 W - V 4439 0 e •��" + AB-Z 2728 0 V-U 0 0 'C "e� AA- Z 0 0 V- T 3846 0 . Z- Y 4076 0 T- S 2722 0 ' 1 Y-X 4073 0 S-R 1068 0 X-W 4679 0 •. � t Maximum Web Forces Per Ply (Ibs) ;Q Webs Tens.Comp. Webs Tens. Comp. AD-AE 0 -3 W-J 629 -63 RF A -AC 0 -42 J-V 0 -431 s� -1484 �0 A B B 1168 L-T -696 ,. AB-C 0 -1143 M-T 0 -78 S C-Z 851 0 T-N 632 0 D - Z 0 89 N - S 0 -1129 4t) i# SA 38 €I S$ 81 6488F p 48'iio 99 2€ 85 FB Z - F 0 -978 S - O 1171 0 thw iEers ba ba ncwcae�ir mda�d T6 i"L Cie Q471a2 ?fredat stNsainab�ye acals bysbsnsaImu; nez4 urigg$H�ri ` F-X 1418 0 O-R 0 -1487 as 6mi"tfA oe -ent X - G 0 - 944 P - R 0 -40 � n4 los fcr wa r � e c aa�d a• H-W 0 0 R-Q 0 -7 ands,�zahntic�umti:r4tgapa�jaimsYbe`ver(t'a.d<. rss an�slcssrar3c; H-W 0 -?A24O "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme qre in fabricatin , handh , shi pin ,installing and bracing. , Refer to and follow the latest edition of ¢CSI �Bullding Corgponen Safety Informatwn, b TPI an� SBCA; for saettyy (practices poor to performing these functions. Installer�hshall provide to porarY bracln per BCS1. Unless noted oherwise,top chord shall hi3va proper) attached structural sheathing nd botto c ord shall Piave a properly attachorl ri id celiing. Locations shown for permanent lateral restraint �f webs shall have bracingg in led per BIES sections 3, B7 or 10, as applicable. Apply lates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. (Refer to drawings 16OA-Z for =1dard plate positions. AlpinQ, a division of ITUy Bu(I(iiq Components Gaup Inc. shall not be responsible for any�leviation from this drawing,aniy failure to build the truss in conf nna ce with AN'S PI 1, or for han lin shi pin , installation and bracin o trusses.A eal on this d w ng or cover page, ilst!ng this rf raw�n�, indicates acceptance of rogfess�onai engineenn0 responsibility solely tsor the design a own. The suitability and use of this yawing for any structure Is a responsibliity of the uiiding Designer per ANSI/TPI 1 Sec.2. For more information see this ob's general notes page and these web sites: ALPINE: www.al inefw.com• TPI: www. into • Sack www.sbdndus .00m• IM www.iccsafe.o Job Number. 136DCS105 I Ply- I SEQN: 622365 / T4 / SY42 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" OL OW Qty: 1 FROM: DJH DRW: Truss Label: FT6 Wct:109.2 Ibs Pace 1 of 2 ... / ... 03/30/17 + 14" (TYP) =2X4 W=3X4 A B C D E F G H I J K L 3'8 ALi =2X4 3: AK AJ AI AH I AG AF AE AD AC AB AA Z W=3X4 20'1" 20'1" =2X4 M N O P Q R Y X W V U Loading Criteria (psf) Wind Criteria Snow Criteria ft,Pf in PSF) DefI1CSl Criteria ♦ Maximum Reactions (Ibs), or "=PLF TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT. NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA Ce: NA VERT(LL): 0.000 P 999 360 T* 109 1- /- /- /- 1241 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. Des Ld: 55.00 EXP: NA Mean Height: NA it HORZ(TL): 0.001 R - - NCBCLL: 10.00 TCDL: NA psf Code / Misc Criteria Creep Factor 1.5 Maximum To Chord Forces p Per PI Ibs y ( ) Soffit: 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.076 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 it 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 - O 1 0 Lumber F- G 1 0 O- P 1 0 Value Set: 13B (Effective 6/112013) G- H H-I 1 0 1 0 P- Q Q-R 1 1 0 0 Top chord 4x2 SP #1 1-1 1 0 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Chord Forces Per Ply (Ibs) Lumber value set "13B" uses desi n values g Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSO AK-AJ 0 -1 AB -AA 0 -1 Bracing Sheathing is required for any longitudinal(drag) '' MA' AAI-AH AJ-AI 0 -1 0 -1 AA Z Z - Y 0 0 -1 -1 forces. All connections to be designed by the building*ee" AH-AG 0 -1 Y - X 0 -1 designer. 4 AG-AF 0 -1 X- W 0 -1 AF-AE 0 W V 0 Fasten rated sheathing to one face of this frame. ; `f 2,'. AE-AD -1 0 -1 - V-U 0 -1 -1 Plating Notes AD -AC 0 -1 U - T 0 -1 All plates are 2X4 except as noted. 'o • " AC -AB 0 -1 Additional Notes = Maximum Web Forces Per Ply (Ibs) See detail STRBRIBR1014 for bracing bridging and brid in Webs Tens.Comp. Webs Tens. Comp. recommendations. Webs are square cut except dbi diagonals or as ' w� AL -AM 0 -2 R - T 0 -10 otherwise shown. e ' A -AK 0 -11 T-S 0 -7 Truss must be installed as shown with top chord up. M i G bl F P P Ib ly ax mum a e orces er ( s) Gables Tens.Comp. Gables Tens. Comp. 0 SAFE$ Fl 5B 81 t1£P 6B iF48 flQ 99 2E 85 F8; B -AJ D -108 J -AA 0 -133 wvitan#a�baezekecer it psg'ndandseaisub ilansxiimar<Fness C-AI 0 -138 r!rc§7xa) t�rettaw gat va,uns"asryisi L-Z 0 -133 �,�tsu�tf"nand": D -AH 0 -132 M - Y 0 -133 E -AG 0 -134 N- X 0 -134 Wdccpfeseftfffidac"+z'mmutce4ua�da"masd• F-AF 0 -133 O-W 0 -132 snd'rtsan=i ter# a vt3as+a+v m iamt ea aartti any c3rtgrm Vic; G -AE 0 -133 P - V 0 -139 H -AC 0 -133 Q- U 0 -108 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require a me care in fa satinet, hhappol'nqq, shi pi nent Safety nformation, b 'ay and SBCA; for sae ingtalling and bracing. , Refer to and follow the latest e�ition of ¢CSI Building �ractices pnor to performing these functions. Instaile s II rovide to pora t7y Ser BCS� I�Ss no 0 envise,top chord shall h ri9 id ceding. LOCatIOriS shown for permanent lateral 've proper)y att shed s�uctu I sheathin nd bottom c or��fmall have a pror�{y restraint bf we�s shall have racingg installed per BCSsecbons 63, B7 or �10, icable. Ap Ty lates to ach face of truss and positidn 1dard as shown above and on the JoinfDetails, unless noted otherwise. (Refer to der�rk3 Is 160A-Z fgr s� plate positions. a di ision of ITVy B it i Components Groifp In .,shall tPnvt$rma�ce wit mtS�ll PI 1, or for handlin s�ippin�, h. _raw ng, m _sates acceptance of pro ssropa_ not be esp0 sibI for any deviation from this drawing,an failure to build the installation and brecin of truss�s A eal on this drawiYng or aver pa engineering respons bility so eiy_ior the design shown. a suitability Job Number. 136DCS105 71�� SEQN: 622365 / T4 / SY42 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora 'VOL OW FROM: DJH DRW: Truss Label: FT6 Ibs Page 2 of 2 / ... 03l30/17 I -AB 0 -133 3U{SICiiLffi.iY3a89 SALIC tnr$+tn�5c�iccef tt��uvnamt arq sat cnnsiesreE s�rcd and�¢mat�d ; aYsdzt^�twx'�u�isetckasis.agcsu��siitius[�&noeriq'»w.dtk5 any atptiim.; 422" "WARNING"` READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS aatstaacnhe Truss s Compn bracpplicr7parreeib�gr ieuBdi.0rceSeeiI lxinUtgren. lmeLseos ccnaaotiretoenidns ofsathhboerwircwanitsfinoegr,t,ophepercmnhaolnirndegns, thslaahltilpehpraainvl gree, spintrrsoatpaineltlriin�gfaawttenadbcshbesradhcasilntl rghu.actvRuereabfel rsar hctoenaagtnhmdin sfgtoalallolnewdd tbphoeettr olBamtCeSsc�tIieos�erdcittisoiohnnaosll f 6hBa3Cv, eSBI7 a Bpouror il�de1inr0gly, yr Apply plates tc each face of truss and position as shown above and on the Join Details, unless noted otherwise. �2efer to •-Atttf3at�c"i125➢ic drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinq Compon nts Gro p Inc.,shalt not be responsible for any deviation from this drawing,anv failure to build the truss in conformance with ANSI�fPI 1, or or handi�nWhippin,iq, installation and bracini of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of pro ss one engineeringg respons bility solely for the design shown. The suitability and use of this q�awing for any structure Is the responsibility of the 13uiiding Designer per ANSUTPI 1 Sec.2. For more information see this lob's general notes Dace and these web sites: ALPINE: www.aloinefw.com: TPI: www.tolnstoro: SBCA: www.sbdndustrv.com: ICC: www.lccsafe.om Job Number. 136DCS105 PIy.1 SEQN: 622352 / T28 / SY42 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" OL OW Oty: 1 FROM: DJH DRW: Truss Label: FT7 Wgt: 33.6 lbs / ... 03/30/17 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 D Des d:: Mean Height: NA it .00 NCBTCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration:1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA.ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set:13B (Effective 6/112013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. "WARNING" "IMPORTANT"' FURNISH any �3 r I i 2'6" i =3X4 1112X4 1112dC4 B =3'4 D =2X4 I =2X4 Snow Criteria ft,Pf In PSF) Defl/CS1 Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.002 G 999 360 H 207 1- / - 1- / - / 3.5 Lu: NA Cs: NA VERT(TL): 0.004 G 999 240 F 207 / - / - /- /- / 4.0 Snow Duration: NA HORZ(LL): 0.000 F - - H Min Brg Width Req = 1.5 HORZ(TL): 0.001 F - - F Min Brg Width Req = 1.6 Code I Misc Criteria Creep Factor.1.5 Bearings H & F are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.197 TPI Std: 2007 Max BC CSI: 0.042 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.060 Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Mfg Specified Camber. A- B 1 0 C- D 1 0 Plate Type(s): B - C 0 -108 WAVE VIEW Ver.16.01.01B.0614.20 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. H-G 99 0 G-F 99 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. I-H 1 -6 G-C 46 0 A-H 44 0 C-F 0 -261 H-B 0 -261 D-F 44 0 B-G 46 0 F-E 1 -6 Ar4+Sn±i-epics Gfthskarnnniarm nntc"risfa��r,!Yr'�ted andzaalmi: wild Ctz�S#i�+2 zvYlusi23rr6ies'v txi�2:ii4`�.£fe Y$iifZ`a, dYl zrcy e!¢Lirmis4c:, euple r ALL NOTES ON THIS DRAWING! \LL CONTRACTORS INCLUDING THE INSTALLERS in.%ailing and bracing. , Refer to and follow the latest a rtl n of ¢CSI Building -actices prior to performing these functions. Installers s iI pr vide to pore properly a%ccheg s�ructurai sheathin, d bottom c ort shall have a proprly :straint 8f we s al have brawn ms led per 8GS sections B3, B7 or 0, as shown above and on the Join f Details, unless noted otherwise, kefer to not be resgons! le for any deviation from this drawinq,an failure to build the installatid an� brawn of trusses A seal on third tawing or cover pa e engin®er�ng responsibility solely for the desgn shown. The suitability ,OtlXffi'�tf2ttr�."xis Job Number: 136DCS105 PIy.1 SEQN: 622354 / T26 / SY42 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" OL OW Qty: 1 FROM: DJH DRW: Truss Label: FT8 Wgt: 35.0 Ibs / ... 03/30/17 T v 1 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration:1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set:13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 42 SP #1 Webs 4x2 SP #3 Lumber value set "l36" uses design values approved 1/30/2013 by ALSC Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. T =2X41 1 , i r1 r3i i2,6„ 'i 6"� lIl2k4=W(4 =_ GM III6X4 478 =2X4 Snow Criteria (Pg,Pt in PSF) Def11CSl Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.002 G 999 360 H 210 1- I - 1- l- 13.5 Lu: NA Cs: NA VERT(TL): 0.004 G 999 240 F 210 /- ! - /- / - / 4.5 Snow Duration: NA HORZ(LL): 0.000 F - - H Min Brg Width Req = 1.5 HORZ(TL): 0.001 F - - F Min Brg Width Req = 1.5 Code! Mist Criteria Creep Factor 1.5 Bearings H & F are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.197 TPI Std: 2007 Max BC CSI: 0.043 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.060 Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Mfg Specified Camber. A- B 1 0 C- D 1 0 Plate Type(s):' B - C 0 -112 WAVE VIEW Ver.16.01.01B.061420 ,Prialiidccs�las o;` tf�s�Gt�xn2niam mr,k.�stdaad sPgnxd?nd s.�z{ud �, anitfat�Sizs+s YudficnticaEla+� ca�o:imust.�alob[ff;cs(� arty cleitrcr�c, Maximum Bot Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. H-G 102 0 G-F 102 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. I-H 1 -6 G-C 46 0 A-H 40 0 C-F 0 -260 H-B 0 -260 D-F 40 0 B-G 46 0 F-E 1 -6 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses r uire a eme care in fab� 'Isatin , ha di'n shi pin ,installing and bracing. Refer to and follow the latest eddit)pn of ¢CSI ((Building Corgponen�t S f ty nformation, b TPI an� SBG�A; foF satety �ractices poor to performing these functions Installers shaII prov{de te{hpora rr?ey brac{n qr BG�SpjnleLss noted oiherwise,top chord shall have properlyY attached structural sheathin�nd bottom chord shall have a pro�ern{y attachn9 id cedingg. ovations shown for permanent lateral restraint cf webs shall have bracin ms led per BCSI sections 63, B7 or 10, as applicable. Ap Ty pEat s to cash face of truss and position as shown above and on the Join[ Details, unless noted otherwise, liefer to anrlxuttrr;r drawings 160A-Z fgr stan�ard plate positions. Alpine, a division of ITW Bu'I ' Components Gr pp In .,shpll not be res onsible for any deviation from this drawing,an failure to build the I {n nformance vnth A��7gfPl 1, or for hanc�lin s�ri {n , {nstallati�n and bracing of truss s A eai on thi drawiyng or cover page listing is drawing indicates acceptance of roessP�na� engineerin responsibility solely tpor the des gn shown. The suitability and use of this drawing for any sructure is the responsibility of the �uliding Designer per ANSIITPI 1 Sec.2. Job Number. 136DCS105 Ply:1 SEQN: 682484 / T39 / SY42 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" OL W Qty: 1 FROM: DJH DRW: Truss Label: FT9 Wgt: 114.8 Ibs Page 1 of 2 .. / ... 03/30/17 1'4" - i (NP) =2X4 ALA B C D q C-2X41 AI W=3X4 =2X4 F G H I J K L M N O P Q R S =2X4 T kF AE AD AC AB AA Z Y X W V U W=3X4 217 -i 213" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CSI Criteria ♦ Maximum Reactions (Ibs), or •=PLF TOLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh I RL / W TCDL: 10.00 Speed: NA mph PF. NA Ce: NA VERT(LL): 0.000 R 999 360 T* 132 / - / - I- /- 1254 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.001 R 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. Des Ld: 55.00 EXP: NA HORZ(TL):-0.000 R - NCBCLL: 10.00 Mean Height NA TCDL: ipsf ft 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: 0.107 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 MWFRS Parallel Dist: NA TPI Bid: 2007 Max BC CSI: 0.018 A - B 0 0 J - K 0 0 Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.040 B - C 0 0 K - L 0 0 Loc. from endwall: NA FT/RT:20(0u10(0) Mfg Specified Camber. C - D 0 0 L - M 0 0 is NA GCp!: NA Plate Type(s): D- E 0 0 M- N 0 0 Wind Duration: NA WAVE VIEW Ver.16.01.01 B.0614.19 E- F 0 0 N- O 0 0 Lumber F- G 0 0 O- P 0 0 G- 0 0 P- Q 0 0 Value Set:13B (Effective 6/1/2013) i 0 0 H-I Q-R 0 0 Top chord 02 SP #1 1-1 0 0 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Maximum Sotns. Chord Forces Per Ply (Ibs) n values Lumber value set "13B" uses design Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC 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 Iss �e+ _ AH-AG 0 0 Y - X 0 0 designer. ,e AG-AF 0 0 X- W 0 0 Fasten rated sheathing to one face of this frame. AF-AE 0 0 W - V 0 0 AE-AD 0 0 V- U 0 0 Plating Notes AD -AC 0 0 U- T 0 0 All plates are 2X4 except as noted. . AC -AB 0 0 Loading e Maximum Web Forces Per Ply (Ibs) Truss designed to support 1-0-0 top chord outtookers Webs Tens.Comp. Webs Tens. Comp. and cladding load not to exceed 10.00 PSF one face and 24.0" span opposite face. Top chord must not AL AM 0 -6 R - T 0 -60 be cut or notched, unless specified otherwise. 'V"k A -AK 0 -60 S -AN 0 -6 Additional Notes Maximum Gable Fortis Per Ply (Ibs) Webs are square cut except dbl diagonals or as Gables Tens.Comp. Gables Tens. Comp. otherwise shown. Provide for complete drainage of roof. Pittattsm6ha 4qj (}q$ Fl $ 82 Bii B13 ba 7f 48 t30 99 2i $5 FB < B -AJ 0 -169 K -AA 0 -171 naloctaonlrp�d�svntet7ausaf4sxrtinai C-AI 0 -172 L-Z 0 -171 Truss must be installed as shown with top chord up. u�estuat3arom9c; D-AH 0 -171 M-Y 0 -171 E-AG 0 -171 N-X 0 -171 aaccgrasaftidxustamnrlcm�siiaxms8neandses4nl: F-AF 0 -171 O-W 0 -171 snditsansa%t9ariatla�rodent�xuarifcdtnznyelcstrpsav; G-AE 0 -171 P-V 0 -172 �dC H-AD 0 -171 Q-U 0 -169 "IMPORTANT"* FURNISH THIS a division of JW ALL NOTES ON THIS DRAWING! O ALL CONTRACTORS INCLUDING THE INSTALLERS in , installing and bracing. , Refer to nd follow the latest edition of BCSI Building a / (�ractices pnor to performing theseunchons. Installers shall provide to porn ave properlyy atta had s�ructur�l sheathing �nd bottom cord shall have a pro�e y it restreint bf we steal have racing ins led par BCS sections B3, B7 or 10, onrerrrs } cn as shown above and on the Joint Details, unless noted otherwise. (Refer to' hall not be re a onsible for; any deviation from this drawin ,an failure to build the pin , installa 191 and bracing of truss s A eai on thi dry, V r 9 or cover page ma engineering responsibility so a y_tLor the desrign shown. The suitability Job Number. 136DCS105 Ply:1 SEQN: 6824841 T391 SY42 4EFB-Flora "C" OL OW /DR Horton AEFB-Flora "C" OL OW Qty: 1 FROM: DJH DRW: Truss Label: FT9 Wgt:114.8 Ibs Page 2 of 2 / ... 03/30/17 J -AC 0 -171 At . ..., . 5std ch�v@E.d.B �aa7q�#:a4is�i.cs-ulirt+�st by a8xifzd cs� any'.cicttrma€c, 'eetite —WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme pre in fabricatin ., land3n , sh! ping, installing and brae ng. , Refer to and follow the latest edition of BCSI Building Component Safety Information, b TPI an BCAj for sa ety practices pnor to pe orming these functions. Installers shall provide to pora �r bract n per BCSI. Lint ss noted o herw!se,top chord shall have properly attache} sictural sheathing nd bottom chord shall have a proe y attachor7 rigid ceiling. options shown for permanent lateral restraint of webs shall have bracing msta�led per BCSI sections 63, B7 or t 10, as applip e. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. �tefer to dtr{p!ntletrty;ze. drawings 16OA-Z for standard plate positions. Alpine, a division of ITW BuildinQQCompon nts Group Inc. shall not be responsible for any deviation from this drawing,an failure to build the truss in nformance with ANSI PI 1, or or handl!nWhtpp!ng, installation and bracing of trusses.A seal on this drawiYng or cover page listing thh s drawing indicates acceptance of ro ssiione engineerin responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the �uiiding Designer per ANSIRPI 1 Sec.2. For more Information see this fob's general notes gage and these web sties: ALPINE: www.alpinehw.com; TPI: www.tpinstorg; SBCA: www.sbcindustry.com: ICC: wwwlmsafe.orcl i Job Number. 136DCS105 I PIy:1 SEQN: 622373 / T6 / SY42 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" OL OW Qty: 6 FROM: DJH DRW: Truss Label: FT10 I Wgt: 145.6 Ibs / ... 03/30/17 � t311"4 1011"4 _L 21'3" i r 8'1 "4 2' 11'1 "12 1112X4 =4X4 =2X4 =2X4 =5X6 1112X4 =6X8 1112X6 1114X6 W=3X4 1112X4 =5X6 1112X4 A B IC D E F G H I J K L M N O P AE Q T =2X4AF 3r. I Z:N =2X4 C, �g AC XX AB AA Z Y= 5X8 1112X6 W V U T S R AD =5X6 =5X8 W=3X4 =5X6 =3X4 =4X10 =5X6 21'3" Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defl1CSI 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 Pt. NA Ce: NA VERT(LL): 0.441 X 565 360 AD 1155 / - I - I - l - 17.6 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.689 X 361 240 R 1155 /- /- / - ! - 17.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.062 R - - AD Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(TL): 0.096 R - - R Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: NA ft Code ! Misc Criteria Creep Factor. 1.5 Bearings AD & R are a rigid surface. TCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.576 Bearings AD & R require a seat plate. Soffit: 0.00 BCDL: NA psf 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 endwali: NA FT/RT:12(0N10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. I: NA GCpi: NA Plate Type(s): A- B 1 0 1-1 0 0 Wind Duration: NA WAVE VIEW Ver.16.01.01B.0614.20 B - C 0 -2041 I - K 0 -4511 Lumber C- D 0 -3613 K- L 0 -4511 Value Set:136 (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 - O 0 -2042 Bot chord 4x2 SP #1 G- H 0 -5263 O- P 1 0 Webs 4x2 SP #3 H - I 0 -5022 Lumber value set "136" uses design values approved 1/3012013 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 tl� y AC AA 2922 0 W- V 0 0 Camber * AB -AA 0 0 W- U 4821 0 Max JT VERT DEFL: LL: 0.44" DL: 0.30". See detail s AA-Z 4319 0 U-T 4183 0 DEFLCAM61014 for Amber recommendations. 116- Z - Y 4317 0 T - S 2922 0 Y-X 5263 0 S-R 1134 0 Additional Notes n + 2x6 continuous strop back. See detail 9 Maximum Web Forces Per Ply (lbs) STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp. recommendations. Webs are square cut except dbi diagonals or as p AE-AF 0 -3 W -1 602 -4 otherwise shown.", A -AD 0 -42 I- U 0 -432 Truss must be installed as shown with top chord up.�s B AC 1262 1670 L - T 0 -787 AC- C 0 -1225 M- T 0 -72 y� C -AA 939 0 T- N 928 0 D -AA 0 -102 N- S 0 -1224 46 t#5A3&E5$Bg8Qw887F+0,0992EFB AA-F 0 -957 S-O 1263 0 r.: 4� Ieem asbaers+eregrcoomig8r incr a seaW 6y H7ar,�amlXAaretna F - Y 1308 0 O - R 0 -1578 r+�(i tic gC7183}ra-t$(�,e tarhtii aatmun igs3H ,i `.. u1 Y-G 0 -554 P-R 0 -42 X - H 349 -104 Q -AG 0 -3 �rra3cciesriirFzaiuneniamnotcvnsireEsedandseai3d, H-W 0 -741 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! 'IMPORTANT" FURNISH THIS DRAWING TOIALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin , happodl' shippin , ingtalling and bracing. Refer to and follow the latest ition of BCSI (Building Component Safety Information, b TPI an� SBGA� for safety,ractices pnor to performing these func ion, Installe sh II provide te�hporery o braci er BCSI Unless noted o(herwise,top chord shall have propel attached spetural sheath!n n�} botto c or�shall have a prorly attac�i�c�n9 id ceiling Locations shown for permanent lateral restraint �f webs shall have bracing in, a�led per B�5 sections B3, B7 or 0, as appl!cab�a. Apply Pletes to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise: kefer to x /1Crft ise drawings 160A-Z for stantlard plate positions. Alpine, a division of ITVy Builddin Co pop nts Gr !rp Inc. shall not be s onsibie for any ddaviation from this drawin ,an failure to build the t�ruuss m nfonnanfrce withANSUgI PI, or for han�ima shipping, instal�ati�n and bracing oftrusses.A eel on this d7gawiYng or cover p$ e listing thh s drawin , indicates acceptance of ro-fessionat englneering responsrbrirty solely Poi the design shown. The swtability and use of this grawing for any structure is IV. responsibility of the Building Designer per ANSIMPI 1 Sec.2. Job Number. 136DCS105 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" OL OW Truss Label: FT11 Ply:1 SEQN: 622377 / T37 / SY42 Qty: 4 FROM: DJH DRW: WQt: 155A lbs .. / ... 03/30/17 1112X4 =2X4 =5X6 AC A B =2X4AD 3B 1 3`a AA AB Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration:1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set:13B (Effective 611/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 4X6 except as noted. Camber Max JT VERT DEFL: LL: OA2" DL: 0.29". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 8'1`4 + 10'1"4 + 2911"8 8'1 "4 2' 100"4 L! 12� [1'3"12H 1'3"12 I [T2"12l !1'2"12� � 1'3„12 { W=3X4 1112X4 =6X8 1112X6 1116X6 =5X6 =4X4 1112X4 C D E F G H I J K L M N Z Y X W V u t S =5X8 =6X8 =5X10 =6X6 W=3X6 20"1"8 =5X6 1112X4 O P R Q 5X6 =5X6 Snow Criteria (Pg,Pf In PSF) DefUCSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.424 H 578 360 AB 1139 1- I - 1- 1- 17.5 Lu: NA Cs: NA VERT(TL): 0.663 H 370 240 Q 1153 / - / - / - / - / 4.0 Snow Duration: NA HORZ(LL): 0.054 Q - - AS Min Brg Width Req = 1.5 HORZ(TL): 0.085 Q - - Q Min Brg Width Req = 1.3 Code! Misc Criteria Creep Factor..1.5 Bearings AS & Q are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.583 Bearing AS requires a seat plate. TPI Std: 2007 . Max BC CSI: 0.781 Rep Factors Used: Yes Max Web CSI: 0.632 Maximum Top Chord Forces Per Ply (ibs) FT/RT:12(0)110(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A- B 1 0 I- J 0 0 WAVE VIEW Ver:16.01.01B.0614.20 B- C 0 -2009 I- K 0 -4429 C-D 0 -3W8 K-L 0 -3531 D- F 0 -3538 L- M 0 -3531 E-F 0 0 M-N 0 -3531 F-G 0 -5132 N-O 0 -2008 G-H 0 -5154 O-P 3 0 H -1 0 -5146 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. ' AB -AA 1118 0 V - U 4W4 0 *+e # t AA- Y 2869 0 U- T 0 0 „+ Z- Y 0 0 U- S 4103 0 • Y- X 4208 0 S- R 2869 0 a ;, X-W 5154 0 R-Q 1116 0 W-V 4803 0 • ; Maximum Web Forces Per Ply (ibs) f '. Webs Tens.Comp. Webs Tens. Comp. AC -AD 0 -3 W -1 756 -6 A -AB 0 -42 1-U 0 -520 AB-B 0 -1556 U-K 453 0 t6 B -AA 1240 0 K- S 0 -777 %y AA-C 0 -1195 L-S 0 -74 C- Y 909 0 S- N 901 0 D-Y 0 -106 N-R 0 -1197 40OiSA3&FF568 1)08t 71`48[10992E96)FB- Y-F 0 -908 R-O 1241 0 riiuiepnna zaseictmczr�IvS}pseaanfiseatat{r7nnu�Iasarcuaa aEi+iasot7xs},tfodatcitwe,nahamgasHa,s F-X 1328 0 O-Q 0 -1556 Marc crSass�c X-G 0 -638 Q-P H W 0 84 P Q 0 -15 0 44 Piftt3ccplestJttsdasaenlzpnafcxudmdigedandraabid H-W 0 -252 - . and ik�a�A-8 gs.R3icntkarip?v rria3a?n�tiae karif�d ias any✓cl€tir�edc; 'e¢piaa' **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reguIre extreme cafe in faycatin ,handling, shippin , Installing and bracing. Refer to and follow the latest editipn of BCSI Building Component Safety In{ornation, b TI an� SBCA) fo" r safety �ractices pnor to perfofrning these functions. installers sh 11 provide terhpora bracin er BCS) Unless noted o herwise,top chord shall have properi attached s�ucturai sheathing and bottom chorstlall have a pro�el y attach�Sn id cel(!ng. Locations shown for permanent lateral restraint �f webs s al have bracin Ins and per BCSI sections 63, B7 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITVy Bu'Iditt Components Grptip In .,shall not be responsible for any deviation from this drawin ,an failure to build the truss in conform ce v nth A�1S1/� PI 1, or for ha dlln s�rl pin ,installation and bracin of trusses.A eai on thiy dawiYng or c ver pag listing this draw�ng indi 9 tes a y e�tance orogfess�onalg a ineerin� resp9ns�bilgity sole' AtoS111 Sec.2hown. TWO suitability and use of this drawin for an s ructure is a responsibil' of the uiidin Desi ner For more information see this lob's general notes page and these web sites: ALPINE: www.alpineltmoom• TPI: www. inst.o • SBCA: www.sbcindus .00m; ICC: www.icesafe.org Job Number. 136DCS105 I I PIT.I SEQN: 622380 / T45 / SY42 ' I 4EFB-Flora "C" OL OW /DR Horton /4EFB-Flora "C" OL OW Qty: 1 FROM: DJH DRW: Truss Label: FT12 I Wgt: 100.8 Ibs / ... 03/30/17 1'4r 1 1'4" -I (TYP) =2X4 AH A B C D E IF3.9 a i-- AG AF AE AD I AC AB Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height NA ft NCBCLL:10.00 TCDL:'NApsf Soffit 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist NA Spacing: 24.0 " C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set:13B (Effective 6/112013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. Additional Notes Webs are square out except dbi diagonals or as otherwise shown. Truss must be installed as shown with top chord up. W=3X4 =2X4 G H I J K L M N O P Q =2Xt Al 3'8 R kA ZY X W V U T S W=3X4 18'11"8 18'11"8 I Snow Criteria (Pg,Pf in PSF) Oefl/CSI Criteria 0 Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): 0.000 P 999 360 AG*109 /- /- I- 1- / 225 Lu: NA Cs: NA VERT(TL): 0.000 P 999 240 AG Min Brg Width Req = - Snow Duration: NA HORZ(LL): -0.001 P - - Bearing AG is a rigid surface. HORZ(TL):-0.002 P - - Code / Misc Criteria Creep Factor 1.5 Maximum Top Chord Forces Per Ply (Ibs) Bldg Code: FBC 2014 RES Max,TC CSI: 0.090 Chords Tens.Comp. Chords Tens. Comp. TPI Std: 2007 Max BC CSI: 0.021 A - B 0 -1 1- J 0 -1 Rep Factors Used: Yes Max Web CSI: 0.035 B - C 0 -1 J - K 0 1 FT/RT:20(0)/10(0) Mfg Specified Camber. C - D 0 -1 K - L 0 -1 Plate Type(s): D- E 0 -1 L- M 0 1 WAVE VIEW Ver.16.01.016.061420 E-F 0 -1 M-N 0 -1 F-G 0 -1 N-0 0 -1 G-H 0 -1 O-P 0 -1 H-I 0 -1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AG-AF 1 0 Y- X 1 0 AF-AE 1 0 X- W 1 0 1 AE-AD 1 0 W- V 1 0 AD -AC 1 0 V- U 1 0 AC -AB 1 0 U- T 1 0 ,. AB -AA 1 0 T- S 1 0 .e AA-Z 1 0 S-R 1 0 t4b` aG a AA =` Z-Y 1 0 Maximum Web Forces Per Ply (Ibs) Aa Webs Tens.Comp. Webs Tens. Comp. p '; AH-AG 0 -10 P- R 0 -47 ' e A -AG 0 -53 Q -Al 0 -7 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. #yy� B-AF 0 -143 J-X 0 -133 a C-AE 0 -131 K-W 0 -133 460 5A38 FF 519 S1: Jet) 5131F48 40 99 2E 85 FBI'. D qD 0 -134 L - V 0 -133 tri it®masbscsciectrcnlcz7Jps "adsaltidtrwT�nuark9artb�ar. tat ieas��aalmtfra,atastwa�na�mtre ` E AC 0 -133 M-U 0 -134 xuit�srSauanc`.)e. aingasy.i' F-AB 0 -133 N-T 0 129 G-AA 0 -133 O-S 0 -152 arL+lndcngiea ts(HsBsaiCcvment zrm nrti ctmil4",.zr�d s€gw,ed �md:sdI-Z 0 -133 ':anal it s- '�aiil rsntkadaztraat3d:Amt.ak"Jgif* irsan�gJgitra **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ANT*` FURNISH THIS DRAWIII ALL CONTRACTORS INCLUDING THE INSTALLERS me care in I catin , handdl'n , shi I pin , in telling and bracing. , Refer to and follow the latest egition of ¢CSI Building jatio,an� SBCAj fosafpetyractices noOWd 0 erwise,topchord shallIhave propercations shown for permanenateral sint,toach faceof trussand position as sharil n a}a nncifinns I a division of ITW Building Components Grouo Inclshall not be responsible for anv deviation from this drawing,anv failure to any Job Number: 136DCS105 Ply:1 SEQN: 622383 / T44 / SY42 I 4EFB-Flora "C" OL OW /DR Horton MEFB-Flora "C" OL OW Qty: 3 FROM: DJH DRW: Truss Label: FT13 Wgt:128.8 Ibs .. / ... 03/30/17 -{� 25" 2'612 2'612 --{- - 2'6"12 - -} 2'6"12 —+ 2'612 2'5"12 ---{ W=3X4 =4X12 =3X6 =3X4 =3X6 =4X4 =4X10 =4X10 A B C D E F G H I ��. ire uu_ MII��',,I\ �/II EMgN6 f1W V U T S R Q P O N M L K11 =3X8 1112X4 =3X4 =3X4 1112X4 =3X4 1112X4 =5X6 =3X6 W=H0308 Loading Criteria (psi) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA it NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration:1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/112013) Top chord 4x2 SP #1 Bot chord 42 SP #1 Webs 4x2 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 4X6 except as noted. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 18'11"8 =2X4 s•e (=2X4 3�8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.279 R 774 360 W 1026 / - / - / - / - / 4.0 Lu: NA Cs: NA VERT(TL): 0.436 R 495 240 X 1045 / - / - / - / - / 7.5 Snow Duration: NA HORZ(LL): 0.046 L - - W Min Brg Width Req = 1.3 HORZ(TL): 0.071 L - - K Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor 1.5 Bearings W & K are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: OA66 Bearing K requires a seat plate. TPI Std: 2007 Max BC CSI: 0.693 Rep Factors Used: Yes Max Web CSI: 0.586 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A- B 0 -1056 E- F 0 -3644 WAVE, HS VIEW Ver 16.01.01B.0614.20 B-C 0 -2495 F-G 0 -3310 C-D 0 -3379 G-H 0 -2415 D- E 0 -3644 H -1 0 -843 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. W-V 229 0 Q-P 3617 0 V-U 1919 0 P-O 3617 0 U- T 3074 0 O- N 2991 0 T- S 3074 0 N- M 1783 0 AAP ' g S- R 3644 0 M- L 1783 0 +5*,is s m R- Q 3617 0 L- K 0 -11 Maximum Web Forces Per Ply (Ibs) ' Webs Tens.Comp. Webs Tens. Comp. ;: e A-W 0 -36 F-P 19 0 +' A&— A-V 1191 0 F-0 0 -417 , W-A 0 -761 O-G 443 0 WA Au .. Jo F-"Jft W-A 0 -254 G-N 0 802 °ems S V- 8 0 -1200 N- H 859 0 + B-U 801 0 H-M 28 0 P� U-C 0 -787 H-L 0 -1277 C-T 20 0 L-I 1230 0 rill C-5 415 0 I-K 0 256 # S-D 0 -369 I-K 0 -768 D-R 47 0 J-X 1 -11 40Oi9A3BFF5B81B[6.BB7f48flSt992E$SF �rftitad lcsr1f th& do,m"" aomot cvexii md*,%ynsd and.nax4atl "sna`•itua .AU OkWatim code Must in•bUrif�d�n mrvytsle 2rasi�t:. 'ero�ia: **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reeqquire extreme care in fabricatin , handl'n , shippin ,Installing and bracing. Refer to and follow fhe latest edition of SCSI (Building Co'nponenf Safety In{ormation, by TPI an� SBCA� for safety �ractices prior to performing these functions. Installs $shall provide terhporar . bracin per BCSI Unless noted o3nerwisfoe,top chord shall have property attached s�rtfcturat sheathing and bottom c[�orc! shall have a props y attach�d riggid ceiling. Locations shown r permanent lateral restraint of webs steal have bracing installed per BCSI sections 63, 67 or B1 Q �� o� �rpi,., $ii, as appliceble. Apply fates to each face, of truss and position as shown above and on the JoincDetails, unless noted otherovise. )2efer to` drawings 160A-Z fbr s�andard plate positions. Alpine, a division of ITW B44,IildinggComponents Grolfp inc.,shall not be responsible for any deviation from this drawing,artv failure to build the truss In conforms ce vwtil ANSIrTPI 1, or for ha dlln shI ptrt ,Installation and bracing of truss s A sal on this drawing or cover p ge a�ndtnuse i of thi n�ianwing for any s�ructure i€ t�ie�respPo^sib,lity of the �uiiding Designer pert' oSiRPI 1 Siec.2hown. The IS For more information see this lob's cenerel notes pace and these web sites: ALPINE: www.alpineitw.00m; TPI: www.tpinst.om; SBCA: www.sbdndustry.00m; ICC: www.iccsafe.org R Gable Stud Reinforcement Detail ASCE 7-101 160 Mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or- 140 mph Wind Speed, 15' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orn 120 mph Wind Sneed. 15' Mean Helnht. Partially Enclosed. Exposure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) lx4 'L' Brace le (1) 2x4 'L' Brace x (2) 2x4 'L' Brace r (1) 2x6 'L' Brace ■ (2) 2x6 'L' Brace x Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 _ / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12, 2' 12, 8' 14' 0' 14' 0' S P F #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 44' 0' U Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' IS' 9' 1' 9' 6' 12' 0' 12, 6' 14' 0' 14' 0' Q H P Standard 3' S. 4' 11' 5' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' n% 01 4' 0' 1 6' 8' 6' 111, 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14. 0' S P #2 3' 10' 6' 7' 6' 10' 7' 9' 8' V 9' 3' 9' 7' 1 12' 2' 12' 8' 14' 0' 14' 0' 14- #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' N F Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' 11' I1' 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' e' 11' 9' 8' 10' 4' 13' 1' 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' e' 10' 9' 3' to' 7' 11' 0' 13, 11' 14' 0' 14' 0' 14' 0' S P F #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10, 5' 10110, 13' 9' 14' 0' 14' 0' 14' 0' U i I Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10' 10' 13, 9' 14' 0' 14' 0' 14' 0' O f l F Standard 4' 2' 6' V 6' 5' 8' V 8' 8' 10' 5' 10, 10, 12' 8' 13' 7' 14' 0' 14' 0' #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' 11' 1' 14' 0' 14' 0' 14' 0' 14'' 0' Q S P #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' I1' 0' 13, ill 14' 0' 14' 0' 14' 0' 03 4' 4' 6' 5' 6' 10' 8' 6' 9' I' 10' 6' to, 11' 13' 4' 14' 0' 14' 0' 14' V Q1 D F Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10, 6' 10, it' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' 10, 10, 11' 10, 12, 7' 14' 0' 14' 0' Q #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' d S P F #3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' LJ X U 0 u F f�l Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14, 0' Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' Ill 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' 111. 5' 1' 8' 5' 8' 8' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' S P 02 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' l I D F L Stud 4' 9' 7' 4' 7' I0 9' 8' 10' 1' Ill 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' o Standard 4' 7' 6' 6' 6' it 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' Diagonal brace option, vertical length may be doubled when diagonal brace Is used - Connect -diagonal brace for 60011 at each end. Max web total length Is 14'. Vertical length shown In table above. Connect tllagonal� midpoint of vertical wek a I �LI F9 AN 117W COMPANY 133ag Lake5nnl Drive Eenh City, MO 63045 Truss y,.,. About 'L L' Brace 31E 31E 2x6 DF-L #2 or better diagonal 'r t braces single or double cut (as shown) at 8, .L 1 upper end Refer to chart above for Ill =VARI(Itidw- READ AND FOLLOV ALL NOTES ON TWS MAVB#B uDtpmTN(f-e FURNISH TWS MAVDIG TD ALL CCHTRACTDR.S MMUDDIS THE 1116TALLOM � t Trusses require extreme care In fabriCatbng, hanAng, •shipping, InstalUnQ and bracNp. Refers to and Follow the latest edition of BCSI (Busding Component Safety Information, bY. TPI and SBCA) foN. safety i .� practices prior to performing these functlons. Installers pmshall pvitlo temporary lw = per�SL Unless noted otherwise, top chord shag hove attached structural sheathing vM bo chord properly shalt have o properly attached NDId ceil4,p. Locations sham For permanent lateral restraint of robs ' _ shalt Mve bracing Installed per BCSI sections $3, B7 ar IN, as applicalAP, Apply plates to each face .1 truss truss and position ns she n above and on theJowrt Details, urdess noted otherwse. Refer to drnwnt ps 16DA-Z for standard plate positions. Alpine, a division of ITV Bulldinq Components Group Inc. shatl not be responsible for an de Nation from failure to br the truss In with ANSI/TPI 1, or far ham#eg, sipping, ? gQ this droehg, any conformance hstaUatbn 6 bradng of trusses. A seat an this dmwkq or cover page listing this drawing, Immcates acceptance of professional t •Qy y erptrwerkn# re solNy for the design shown The sultabtllty and use of Sirs drarGp For any stn+edre Is responsmBlty of the Buading Designer per ANSI%IPI 1 srr8 For more Infornmtbn see this ,Job's germral notes page and these web sites, ALPINEn wwatnineltw.coml TPI, ■ww.toinstaroi SBCN www.sbcNtlustrY.prgl ICQ vwJcesofasrg Bracing Group Species and Gradest Group AI S ruce-Pine-Fir Hem -Fir #1 / #2 Standard #2 Stud #3 Stud #3 Standard Do u las Flr-Larch Southern Plnew-r #3 #3 Stud Stud Standard Standard Group Bi Hem -Fir #1 b Btr #I Dou ins Fir -Larch Southern Plnew-- #I #1 #2 1 #2 1x4 Braces shall be SRB (Stress -Rated Board). -2-For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress-Rntetl Boards. Group B11 values maybe used with these ,odes. Gable Truss llertail Notest Wind Load deflection criterion Is L/240. Provide uplift connections for 75 pip over continuous bearing (5 psf TC Dead Load), Goble end supports toad from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0,128'x3,0' min) naps, W For (1) 'L' brace, space nails at 2' o.c, In 18' end zones and 4' oc. between zones. iK)Wor (2) 'L' bracesi space nails at 3' o,c. In IS' end zones and 6' o.c. between zones,_ 'L' bracing must be a minimum of 80% of web member length. 11 Gable Vertical Plate Sizes 11 Len th No Slice Less than 4' 0' 2x3 Greater than 4' 0', but less than !I' 6' 3X4 Greater than 11' 6' 4X4 Vertkal ti Refer to common truss design for peak, splice, and heel plates, Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAD16015 DATE 10/01/14 DRWG A16015ENC101014 /S rA%1 OF ® �� aq& w'� MAX, TOT. LD, 60 PSF , SPACING 24,0' Gable Stud Reinforcement Detail ASCE 7-101 160 Mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, L40 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ori 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Fir, 12G mnh Wind Sneed. 30' Mean Heloht. Partially Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces (1) lx4 'L' Brace w (1) 2x4 'L' Brace w (2) 2x4 'L' Brace ■ (1) 2x6 'L' Brace w (2) 2x6 'L' Brace no Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' B' 6' 3' 6' 6' 7' 5' 7' B' 8' 9' 9' 2' 11' 7' 12, 0' 13, 9' 14' 0' US P F 1J #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' e' B' 9' 1' 11' 3' 11' 11' 13' 7' 14' 0- Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' Ill It, 13' 7' 14' 0' 0 fl P Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13, 1' 14' 0' #1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' 12' 2' 13, I1' 14' 0' #2 3' 8' 1 6' V 6' 6' 7' 5' 7' 8' B' 9' 9' 2' 11' 7' 1 12, 0' 13, 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' t0' 10' 13' B' 14' 0' d oj D F L Stud 3' 7' 4' 10' 5' P. 6' 5' 6' 11' 8' 91 1' 10, 1' 10, 10' 13, 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12, 2' 13' 0' U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' B' 9' 10' 1' 10, 6' 13' 3' 13' 9' 14' 0' 14. 0' +' S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' ill 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' U L� Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' Ill 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' O f l Standard 4' 0' 5' B' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10' 12' B' 14' 0' 14' 0' #1 4' 5' 1 7' 3' 7' 6' 8' 7' e' 11' 10, 2' 10' 7' 1 13' 5' 13' 11' 14' 0' 14' 0' 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' #3 4' V 5' 11' 6' 4' 7' 11' e' 5' 10, 0' 10, 5' 12' 5' 13, 3' 14' 0' 14' 0' D F L Stud 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' to, 2' it' 0' It, 9' 14' 0' 14' 0' .4 #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d S P F #3 4' 5' 7. 7' 8' 1' 9' 2' 9' 6' to, il' it' 5 14' 0' 14' 0' 14' 0' 14' 0' U L1F Stud 4' 5' 7' 7' B' 1' 9' 2' 9' 6' 10' 11' It' 5' 14' 0' 14' 0' 14' 0' 14' 0' X O I I Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10' 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' 01 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' Ill 2' Ill 8' 14' 0' 14' 0' 14' 0' 14' 0' d 011 S P I D F L #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' it, 1' 1l' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' ll' 0' It, 6' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' rN Standard 4' 5' 6' 1' 6' S' 8' 1' 8' 7' 10' 11' 11' 5' 12' B' 13' 7' 14' 0' WAR Truss Diagonal brace option, os vertical length may be doubled when diagonal brace Is used. Connect L I diagonal brace for 690# 'L' -Ij- nt each end. Max web Brace total length Is 14'. 31f B 2x6 DF-L 02 or better diagonal r I Vertical length shown bracel single Br In table above. or double cut L 1 45' (as shown) at upper end. Li Connect diagonal at mid olnt of vertical wek Q u AN ITW COMPANY e - 13389 Lakelrom Drive Earth City, Mo 63045 4_14< lilt, Refer to chart above for ronx gs+P3le rfilNay length, MWAR1I1921w READ Arm FMIJUV ALL NOTES ON THIS BRAYING! �� .\ —INFURTAX17— FURBISH THIS BRAVING TO ALL CONTRACTORS MMUDIIGi THE INSTALLERS. `� Trusses require extreme care In fabricating, handling, shipping, installing and bracing. Refer to and `1�t�` y��EN& fi Follor trw he latest edition of BCSI (BuWng component Safety Infotion, by TPI and SBCA) for safety proctkes prior to performing these functions. Installers shall provide tenporary bracing per BCSL Unless noted otherwise, top chord shall have properly attached structural she.tNng and bottom chard shall have a property attached rigid ce0h0. Locations It— for permanent lateral restraint of webs = / shall have bradng Installed per SCSI sections B3, 97 or B10, as applicable. Apply plot" to each face of truss and position as shorn above and on the Jo4nt Dctals, unless noted otherwise. Refer to drorings 160A-Z for standard plate positions, , ATE of Alpine, a division of ITV Building Canpenents Group Inc shall not be responsible far any deviation from this drawing, any fallwe to build the truss In conformance with ANSI/TPI 1, or far handling, shipping, m� .Q installation 6 bracing of trusses. i A seal on this drowinp or cover pope listing this draw wndcates ncceptnnw of profrsslorgl en re=.1b01ty sdely for the despn show. The sWt.Wty and use of this drawng Fr airy U the reaporr�ulty of the Bu&tlln0 Designer per ANSVTPI 1 Sec2 Fr are Infarnatlon see this Job's gererol notes pope and these rib sites ¢¢¢¢G+..�✓ltJiVliL_,tU'ntgt h Bracing Group Species and Grades, Group At S ruce-Plne-Fir Hem -Fir #1 / #2 Standard 1 #2 I Stud #3 1 Stud 1 1 03 lStQndardj Dou las Fir -Larch Southern Pinewww #3 #3 Stud Stud Standard Standard Group BI Hem -Fir 01 4 Btr #1 Dou ins Fir -Larch Southern Pinewww #1 #1 #2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). wwFor ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boords. Group B values may be used with these rades. Gable 1 russ Detail Notes: Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2. 0' overhang, or 12' plywood overhang, Attach 'L' braces with 10d (0.128'x3.0' min) nails. X For (1) 'L' bracer space nails at 2' o.c. In 18' end zones and 4' oc. between zones. )01(Far (2) 'L' braces, space nails at 3' o.c. In IS' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 80X of web member length. Gable Vertical Plate Sizes Vertical Lennth No Splice Less than 4' 0' 2X4 Greater than 4' 0', but 4%4 less than 12' 0' * Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 TOT. LD, 60 PSF SPACING 24,0' P 4 'T' Reinforcing Member Gable Tcuss— - - — 4 Gable Detail For Let -in Verticals Gabte Truss Plate Sizes :rproprlate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates, vertical plates overlap, use a to that covers the total area of lapped plates to span the web. 2X4 2X4 2X8 rroviae connections ror uputt specirtea on the engineerea truss aesign. Attach each 'T' reinforcing member with End Driven Nallsi 10d Common (0,148'x 3,',min) Nails at 4' o.c, plus (4) malls In the top and bottom chords. Toenailed Nalls- lOd Common (0.148'x3',min) Toenalls at 4' o.c. plus (4) toenalts In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load, ASCE 7-05 Gable Detail. Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, AL3030051014, AL2030051014, A11030051014, A10030A.5L014_AI4030051014 'T' Reinforcement Attachment Detall 'T' Reinforcing 'T' ReinForcing Member Member Toe-nell - Or - End-nall To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Jeb Length Increase w/ 'T' Brace Example- ASCE 7-10 Wind 'T' Relnf. Mbr. Size 'T' Increase 2x4 30 % 2x6 20 = 120 = 1.00 mced_At— ASCE- -_1 Gable Detail Drawings Gable Vertical = 24'o.o SP k3 4' o.c. A1 I515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENCI01014, A20015ENDIOIC14, A20015PED101014, 'T' Brace Increase (From Above) = 30% = 1.30 A11S30ENCIGIO14, A12030ENC101014, A14030ENC101014, A16030ENC101014, (1) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPEDIOIO14 Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' See appropriate Alpine gable detail for maximum unreinforced gable vertical length, ""ARNIN[am REAR AND FTBLDv ALL NIITES Ia THIS BRAWING! "INP�TANT.s FIFMSH TNTS IIRAVlNG TD ALL CJB7IRACTBLS DA:LlWB1G THE BfSTALLERS ,+ �A / ""1 ��` G, BAR u'fr REF LET -IN VERT DATE 10/01/14 Trusses require extreme care In fabricatIrg, handlin , s)tipping, InstalUnp and br'acin Refer to and Enna. the latest BCSI (Budding Component SoFeq tnforwUon, i,y TPl and sBCA) for safety ` T" �� i �' rdltion of proctkes prior to performing these functions. Install— shall provide temposryry &�bra/ng per BCSL unless noted otherelse, top chord shall have property attached struct,rat sheathing and bottom chord Gc Aptt � ��jL.+V �^. DRWG GBL LETIN1014 shag have a properly attached rlpid celina Locations shown far permvna t lateral restraint of webs chnLL Iwve bratltg Inrtallyd par 8CS[ sections B3, B7 or BIB, ac oPWL_ Apply plates to each Face _ Q �p� of truss and ppoosltlen as shorn move and on the Joint Wtnls, -Mess noted othereis. Refer to droretgs 160A-Z for standard plate positions r ANIIWCOMPANY Alpine, o IevWw of ITV Bulr6np Components Ern�y Ix shall not be "spon.[Me for on deviation from this droNnp, amy fnlure to bWid the truss In confarnance with ANS!/TPI 1, ar far, Haxs%g sl ppi� gT TE OF MAX, TOT. LD, 60 PSF Installation 6 b—Ing of trusses. A seal on this droriag or rover page listing this dr-k-0 Vxkates acceptance of professional Pa�rexp :aely far t�'. aHarn. The s,.tnwler and use of this drar4tg uebre is the tYte Buftding B ;:,t ANSI I I Sect 1 ', 9 °c� j}�" s % O O UR. FAC, ANY Earth 1Orive respamWity of per ri1 �� MAX, SPACING 24.0' Earth Ciy,M063045 ity,M For noro Information see this job's eneral notes a and these web sitest �° B pad ALPINE,rvw,nlpbteltrconl TPL rrrtpinskora SBCN w.r.cbcMductrY.orPl ICG wrwlrtmfv.org �. % Ni i,C'r�O-- v �� a ' ' qV i. Bdaaaos»nua W1 'B—A,4s,4M qs•,,, WGS ladoxswdi ua'Idl I�>s}I+WOlvua 'WdIV ,0'b2 3NI3ddS *`� 7 /i MW qaa asa4} P- a0atl saIM lodaose s,goi SM aas PopawP0Iq adwl doe S90CS OPI'R[O 4Pa3 seoO IMI-0166CC1 I Jy W-S I Idl/ISNV dad ..A." O vwe !o Riltlaw+odsa+ A .wo doe srI sii eviA2,vovA•an ,�'i' ®1 F�T1�. •GI aP ,sn wP l;,goyias ayI +.aw +v am dPa c,awsa ilum>P N,aWfi Iaugsssaodd eo ,wa}daxo sa}o�ptq •pupodp sly} a Wsn a6od "-v wq4 loan v 4�� •esssnd} J. Oupadq 1 uol}ollo}aui dSdLS SS 09 -CI-1 '161 JC) 3a1 •OWderys •au 04 doa do 'I Idl 4}i /ISNV s oawu,ro uo� ul asndi 044 gnq o} ,dnlloe A" '6uPodp SM ANVdWODNW Ny t� 1 x uPda UOMgnap i s daa stgpwdsad aq 4w 11Ws •ouI ott� s4 dwo: duIp,Ing pul !o �Ialnm a +Wmv _ s Msod aiold pdApPa}s dPa z-v991 a .odp as aaa,O dSd 0 0 0 1l �E = ,,wayy PaaP as,iv •s as+O Boa ay} YP Puo uaays na m} wo ss4dil �luI� p _= ago! yaoa q saiold ,tlddy •algoondtlo sa •pig �g •Cg suo��yyaas sM +ad pa .'Aj �o.q anv sqa, !P }ula,ga,d lod9 M }Pawwsd doe u 4. swlioxl 'gWIN� PIBN Petpoi}o ICNatlodd P ano4 l�oy, A bTOT0T09T1H/� 9M21Q dSd OT Oi OI �Q �H a / wPw �P}}Pq p eWyy ays p, iau}, payav}iv .INadud anoy uses wws do} •asw,4iP wia •P Nn Q U dad gig ,(dododT apinodd pays sdapo}svI 'SZ4 na asay} 6u 11;_', q .+gdtl saali� dd bTOZ/TO/OT 31V(IdSd L ST OZ lQ 31: , � kI4' =1�1 3S c}aaas dca mgp p o Idl Rg •uoiowol4l R}aaaS i.—d-3 aWP)nfi> wg !a -41" is,iol ,4i soil-$ pw o} dsaaa 9ypwq pw OunM.,q '6Wda4s 'Oylpdo4 'OW}o�dgoj W ,dos awd}a, ,dpaad s,ss, .L 1IH13Q ATI1VA d3N dSdOb OE OE 11 31 `�c�l4�tnl -�dS�O.�` ` p�`NMVM vu NO SSA POTM a � ..m VI%M HSrNWU 0� •6uprod5 wnwlxrow 'o-o ,#Z :.ro sassn A} 6u11 uoddnS (++) 0-0-OR XS <6uprodS xvW) 1 �dS/ EXI il' A pallou-ao 11,4aQ 1-ulop allIDA llva-aQ pu3 PJOLQ w0440g p,40go 04-� S f xvw 0-0-8 --{ dIH lvuol�-d0 Aallv/� paggnl-S qno ajDnbS 4-n3 patloT-Id 17X VXZ -� 6 all-OA xvW zt olio^ i'XE ZT tiXti bXz EXT 'xroW ZT ZT ',0-,yT paaoxa }ou saop 4.y61ay lvol�,Jan ay4. sv 6u01 sv }llnq aq Alow suvds 4a6uro3 ++ .puoyn doh au} 3o adols ay} 6uolro pa.ensroaw sl Capron aye y}roauaq ssnu} ay} fo p.4oyo do} aye 6upv Aq Ao3 6upvds ull.Ind ay:. �_roy:� a1.0N )K)Kx -u6lsap paloas s,J2aul6u3 uo payloads sv 6ulovds ullund .3o nail ul pasn sassnu} Aallron Ag ,40 u6lsap paloas s,uaaul6ua uo pal jpads aslm jay}o so Ao 'o'o ,{ Z 4.ro sulWnd u0 'uol:vpo}sul ssn 14. Aallvn o:� ,eol Ad pallddro 6ulya.roays pa:p A 'payoro4:�v Aluadoud lya-lm paov eq aq !.snw :ps Aapvn N1.vauaq ssnui. 4o p,4oyD dot 'PT0T3N'dfi3321H JMK uI umoys so BupvJq l,cuo6vlp y}lm paq-a.lw Aad sl qam fo ya.6ual-plw a.v pallddv 4.up,44.saa lv,4aq_v3 snonu1,uo3 yxe 'j uawaouo,4uja e ,1, jo nail ul o•o ,9 :.v sllrou C,0'E x ,8ZT•0) xoq p0T y4.im payov44,o ',Aa: :pq uo apro.46 puv sapads awns 'qam fo y:.6ual /08 ':i_uawao.eojuja,4 ,1, yxz Alddv ,6-1 uroy} eallva. sqam Aallron 110o14..ean eo. 'uCIsap paloas s,uaaul6ua uo aslm Aay}o pa13pads ssalu0 •saVuld a^ro/1 93fi M1I a,av umoys sa}old lid 's,eagwaw i xa a}ro erodas wo,ej bul4.volugro3 do nail ul pa441wuad aq 11vNs 'pa.alnbau so 4a6 xol eo '9xa al6uls v wo.e.4 s.eagwaw .Avin6urol.ea. pllos sv q-n:) aq o} y6noua }goys sAapvn 'umoys sv }no payoIld uo auvnbs aq Crow p,4oyo wo44og 00'T = 4-z)4 'dsd S=-l(l 31 pulM 'Q dx3 '6ulplInH pasopu3 }y6laH uoaW ,OE •ydw 04T 01-1 33Sd 00'1 = 4.z)I `dsd S='1Q 31 pulM '3 'dx3 '6ulpllnH pasopu3 ':Iy6laH uoaW ,0£ •ydw 091 OT-L 30SH Aod pallvu-aoa. slivu (,S'E x ,SET.0) xoq p9T (Z) 1N1.1m ssnu} 6ul4..eoddns f%,4aAa o:. Aallvn yova I.lova.a.y 3K)E '.e81.1.aq -eo z# -I-dQ '2#/1# ddS '£# dS yxz sgaM ',ea4.:001 .eo 2#/T# ddS -AO NZ# dS l,xZ 10u0y3 4.ofi •.aa44aq -AO d# 3-dQ 'Z#/T# ddS 'NZ# dS Vx2 puoy3 dol 00'T=q-z>l 13 'dx3 'pasopu3 '�.g618H unaw ,06 qdu 09T lOT-L 33Sd - 1!-oq aQ Aa)I'OA Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30,00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 ppsf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1,0, Notei Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c, detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. wel Refer to Enolneer's seated truss design drawing for piggyback and base truss specifications. Detail A 1 Pur(in ' 12 Up to 12 Spacing = 24' o,c, or less Spacing = O.C. max 1—Top Chord Scab <Typical Each End) Flat top chord purlins required at both ends and at 24' max o.c. spacing In between. Detail B ' Purlin Spacing > 24' o,c, P199Yback cap truss slant nalled to all top chord purlin bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 H3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails <0,128'x3') at 4' o.c. 12 Attach purlin bracing to the Plot top chord using a minimum of (2) 16d box nails (0.135'0.51). Up to12V I II \\ 4' Purlin Spacing) 24' O \\ I I \\ / I I I I (/ .G max Full LTop Chord Scab (Typical Each End) Chord Flat top chord purlins required at Depth both ends, purlin spacing Note, If purlins or sheathing ore not specified on the flat top of the base truss, purlins must be Installed at 24' o.c. max. and use Detail A. tla}i'tiFl!!li! owARrmx�. REAR Aria FBI LDV m-L NaTES am T)as IIRAWM ,,•P�v ,porn,,, -11W IITANTww Flfd1ISH TICS BRAv(N6 To ALL CRITRACTaRs 1Itc tram THE INSTALLERS. Trusses regWre extreme care In Fabrlutin9, handling, sNpping, Installing and bracing. Refer to and ` n follow the latest eWtbn of BCSI (Bu47&,g Component Safety Information, by TPI and SSCA) for safety . g V\VE{U practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. NV lMl s noted otherwise, top chord hall have proprrly attached structural sheatkag and bottom dford shall have n properly attached ripld ceBing. Locatlons shown For pernanent lateral reatralnt of webs d �� shad havr bracing orl 4.etl per BCSI and on 83, B"7 or Bte, as opte.. noted Apply plates to eatln face of 'truss and pposition all shaven nbovr and on tha Jo or Details.as unless le.A otherwise. _ Beier to drawings 16BA-Z far standard plate positions. Alpine a dWlslon of ITv 8ultdtng components Group Inc shall not be responsible far any devlatlon from AN RYWCOMPANY this drawing, any faBwe to build the truss In d:on ornance with ANSI/TPI 1, or far ho q, shippirq, i rE ©p Installation h bracing of trusses. A sent on this drawing or cover page listing this drawhg, k-a-4tes acceptance of Professional e ik pt responsibRlty solely for the design shown The sultoWUty and use of this drawing 4g90 W Forfar n�ture !s tha rezparmhlllty of the Mom nes)grier Per ANSI/TPt 1 Sec2. 141o. 13389L�ehont Odive For more hformatlon set this Job's generat notes page and these web sites, l'r,�i�Qil' Earth City, 63045 ALPWE, wwwalaheltw.cow Ti —tphstorai SECA, wwwsbclndatrYargl ICO wewJccsaFaar9 f•11,. Piggyback cap truss slant nalled to all top chord purUn bracing with (2) 16d box nails <0.135'x3.5') and secure top chord with 2x4 03 grade scab Q side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' c.c. Attach purlin bracing to the flat top chord using (2) 16d box nails <0135'x3.5'). The top chord R3 grade 2x4 scab may be replaced with either of the followings (1) 3X8 Trulox plate attached with (8) 0,120'4.375' nails, (4) Into cap TC t (4) Into base truss TC or Q) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'xi.375' nails. Note, Nailing thru holes of wave plate Is acceptable. x In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 0,120'xl.375' nails Into cap bottom chord and (4) In base truss top chord. Trutox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset 8'x8'x7/l6' (min) APA rated sheath! ngg ggussets (each face). Attach @ 8' o.c. with <8) bd common (0.113'x2'). nails per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2z4-SPF-N2,—full-chord-depth-scabs-(each-face).— Attach @ 8' o.c. with (6) 10d box nails (0,126'x3') per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c. front to back faces. 28PB Wave Piggyback Plate One 28PB wave piggyback plate to each face @ 8' o.c, Attach eeth to pplgg back at time of IF, Attach to supporting truss with (4) 0,120'x1,375' nails per face per ply. Piggyback plates may be staggered 4' o,c. front to back faces. SPACING 24,0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 X Hip Frame Details B y� Hip Frame 2. I'R' Lthed Use this detail ASCE 7-10, 180 for, mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame Hip frame - provided by truss manufacturer, is designed to provide bracing for flat top ASCE 7-10, 160 mph, 30 Mean Hgt, Partially Enclosed, Exp D, or chords of hip frame system where indicated, Flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of stepped hip system must be So. Pine lumber. ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, Structur p must be properly attached dlrectly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hl[]atf anels ►� _'ia►r tins, �VA+M" READ AO FOLLOW ALL NaITS W TM BRAVDQ .wnwrnTANr.. fURNISN TNIs 1wAvgJG To ALL fbiTRACTTFS ncLunelG > usruJ> Rs '' ,��Q� �(.,E1V,,� REF HIP FRAME DATE 10/01/14 Trusses require ewtrent care In fabricating. hondling, shipping, instalUng and broch0. Re Per to and For V _` fallow the Iatost ""on of HCS[ CHUM1Wng Canpanent Safety Inforwtlpn, by TPf and SBfJJ safety practkes prior to perforrdng those functlons. Installers sMll pravaie Striper y bradng per BCSI. tap d,ard have strl.ctwal shea�thino w,d batten chord z N 1_ _ * DRWG HIPFR1801014 unleww notes otrorden scan properly attached shnll Mve a properly ottochad rlIppld ceaing Locatbns Wrn for ptrnonant lateral restraint of abs. to Face — _ — �� J or 210, as applicable. Apply plates each shnU have bracing Installed per BCSI sections the of twss and po sltbn as shorn above and an the Joint Deta0.s, ess noted atherwLse. % S' A E OF '_ Refer to drawings 160A-Z for steward plate posltl— Alph,e, a dlvWon of ITV Bending Ca+pontM5 Group Inc. shall not be responsinte for a+y deviation fro" .Q �9 A' /Q AN RWCOMPANY this droning, any fnQure to build the truss In cmFornance with ANSI/TPI 1, or For. I,n 0, svjpphv, F Installatian 6 bradng of trusees. A seal on this drawing — cover Page Listing this drawkg, hdcates nceeptonce of professlorml ty solely far the dean amen The aWr petty and use of LNs drarFg for an�Wrpro W� the respafor the d #w he— Designer Per NLSI/IPI 1 SeeE E s+TT 10.' Yr,/ \ ;� a` ,{� Earth CityeMllonl t5 For here h,fprnotlan set this job's general notes page and these web sites, /I,F�iby\��l Aydd Ll\ ALPINE, wew.olpineltw.conl TPp wew.tpinstorgl SBCAi www.sbclndustryorgl I D wwwlcccaFearg w CLR Reinforcing Member Substitution T-Reinforcerlent This detall Is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf. Is specified on a truss design but an alternative web L-ReinforeeMent: or reinforcement method Is desired, L-Reinf. Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-rein forecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative, For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Relnforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4010 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(*) T-reinforcement, L-reinforcement, or scS§ nein£oreement to be same species and grade or better—than-vle-b member unless specified otherwise-on-Engiheer's sealed design, 010 Center scab on wide face of web. Apply (1) scab to each face of web, 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 80% of web member length. Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0,128'x3,0',min) nalls at 6' o,c. Reinforcing member Is a minimum 80% of web member length, Scab Reinf. -VARN 12we WAD arm FO.LDVMSH ALL AMS IN TM WAINTHEVWALLERS TC LL PSF REF CLR Subst, .f� —WMTAW FL nDS WAW1W TO ALL COInVACTORS 1NPLUD.W T�� M A yYid Trusses requln extrene care at fabrkatyp handling, chipping. InstaWng and bracing. Refer to and ;`` follow the latest edM)on of 8CS1 ®usdung Conponent Safety Informtlon, by TPI and SBCA) for safety Q' it�I / TC DL PSF DATE 10/01/14 practicwe prbr to perforning these functions. Install rs shall provitle teiporary brocN per l�SL `��`� `,G _!mow i lfnl25S nand Otherrl50, top chord shall hove properly attached structural sheuthing and botton chord V C DL PSF DRWG BRCLBSUB1014 y shall Imve a property ntmchetl la ulurq. l,ocatinrss 210, far pernanent lateral restraint h webs ace �T �� chop have bwanp Ir,ctaged per B SI cectlons D3, g7 or B10, as applknbla, Apply plates to each Pace A $C LL PSF Q II ILJJO F9 Re cruse art position °s shown ahove and on tM .bat Details, unlecs noted otherwise. L�`r Refer'la dr°vings 160A-2 Por standard plate positbns. Alpine, a mvtsbn of Iry euuda,g conpanent. wWp Inc. shall not be respa,clble for y deviation fran = �71HT� TOT, LD, PSF AN fiWCOMPANY tNs droNng, y f — to b,1 the truss in confornonce with ANS!/TPI 1, or for h—ItIng, shipping, InstaUotbn 6 braar,g of trusws. A seal on this dra.ep o— rnver pngge the UstkV this dra.Y,g, Indicatestes acceptance of profesataat eariq y solely for design shoe+ The sWtabNty lard use of this dro.ing DUR, FAC, 13389 Lakefront Drive Po- on- sty rucMreis tM nrspors6sltY of the guldng De�Jgner peer ANSI/fPI t Sec2 i Farah Ciy.M0630f5 ALPINE,, rmAtolnalt TPI e: t.n.toron notes :: aBclntlustn ortroleicoY: .l�C sofo.oro ��s/Minh lnr.. rt\ �:..o�°�` SPACING A Cracked or Broken Member Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be Increased for Duration of Load or web member. This design is valid only for single pty trusses with 2x4 or 2x6 broken members, No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area <B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and sppecies as damaged member. Apply one scab per face. Minimum side member lengths) = (2)(L) + (B) Scab member length (S) must be within the broken panel, Nail Into 2x4 members usng two (2) rows at 4' o,c„ rows staggered. Nall into 2x6 members using three (3) rows at 4' o,c., rows staggered, Nail using 10d box or gun nails (0.128'x3', min) Into each side member, The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f, This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie-in loads. s L L 4' o,c Typical ~ + O + 0 + 0 + O 0 + 0 + O + 0 + --i 2' 1-- Stagger + = Back Face 10d Box (0.128' x 3', min) Nails: 0 = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Staggered Nail Spacing Detail Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 r 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 1 5280# 1 6095# 1 6660# Nlnimum L Dlstance —VARND60= READ AND FTALIIW ALL NDTES IN THIS DPAVDia �a" It� fj v,. REF MEMBER REPAIR ■■DIPORTANTo FtXMV TM DRAWING m ALL tMIMCMRS WJDM nE INSTALLERS. jEeY "iJ °s Trusses requW extreme care trm Pabrkatlg, handling, shiPPlno, Installing and bracing. Refer to and � l2 `�� follow the latest etion of BCSi (Buading Caryorwnt Safety Information, by TPI And SECA) Far safety �' i DATE 10/Ol/14 prnctkes prior to peKorning t functions. Installers siaU provide temporory bradsg per BCSL No, o :,less noted otherwise, top chord shalt have Properly ottocs+ed structural shencWng and bottom dror DRWG REPCHRD1014 shall have a property attached d ..Ct . Locations show++ for permanent lateral rostrolnt of webs snail have brocing Installed Per B Si cectklnc B3, B7 or B1a, as appiknble. Apply plates t0 each Foca .Q II IIJ I� of truss ord position As shown above and on the Joint Details, uMess ma, otherwse, E GF Refer to drawings 16DA-Z for standard plate positions. Alpine, L a divislon of ITV Building Components Group Inc shall not be responsible for Any deviation from AN ITW COMPANY tX' drowing any failure to build the truss in conformance with ANSVTPI 1, or For handling, aNpPlng, L Mstnllntbn hraclnp of trusses. �i� w ♦'� pp `�, °: A sed On tNs drowtng or cover {age listing tHs drawing. Indicates nrseptnnce AP professional engtraorYg re�ons0Hi1{{yy solely far the design shown The sultabsity aid use of tHs drawing for nn structure Ls tha responsmRlty of the Building Designer per ANSI/IPI 1 SeCA-1 �v+ 73389 Lake'roal Dnve y fP'. more Inforeatian see opinjobe orgje general vrr/:be tluser t these w �esitewFearg ��''S+,;;��'t;;a SPACING 24,0' MAX Earth Ciry, MO B30a5 ALPINE- wew.al Ineltw.con TPB www. STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' GC MAX. LENGTH T0� ILLER r EXISTING FILLER I - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, - LOCATE VERTICALS AT 4'-0' O.C. MAX., OR SEE NEXT OPTION. - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH). APPLY REQUIRED BRACING (SEE BELOW), - OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES <OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS), XLATERAL BRACING IS NORMALLY REQUIRE➢ ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER_OE-RE-QUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC. —IT -IS -NOT -POSSIBLE TO -DEVELOP -A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' O,C, FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED -BRACING FOR THE STRUCTURAL BOTTOM CHORD <MAY BE INDICATED AS BOTTOM CHORD PURLIN'SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. SPACING AND 1OPSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS NnTFn ON THIS SHEET T USE THIS DETAIL FOR, ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOP :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. DS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, BER GRADES LESS THAN SPECIFIED ON THIS DETAIL, TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'), SE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTEt FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN, PLATE AT 'ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE), FIELD APPLIED - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0,128'x3') NAILS AT EACH END OF EACH VERTICAL, <12' MIN. VERTICAL BLC - MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND —8d-NAILS-(0;113x2;5t)-23=0,C-A-T THE-EALSE_ERABILE HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH <0 11 GAUGE (0,120') xl.375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS), - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY. BE SPLICED WITH AN 18' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY). -VARNIIAitww WAB Arm FM.LUV ALL 18TES ON TMS BRAVM wwD✓PWMT1o• F1AWSN TIM MAWM TD ALL CR+TPACTMS B1flMM THE RMALLZIM Trusses require wtrenw tort In fabrkailrg, handling. shipping, ln.t.tM and bracing. Refer to and Callow the latest p.rf of HCSI (BuR,grp Component Safety TnForeutbn, y TP[ and SBCA) for mfety pprraactices prior to performing these functions. [nstallers shall st v temporaryy �bratlng por BCSL W dt ry atiwrwisA top chard shop have property attached structural shoerat st button cho n shall have n properly attn�ed rlald ceihp. Locations ohom For pernenent lnterrol restrolnt of •eb: shall Pave bndrg InataUed per I sections 23,17 or Bm, as npplkable. Apply plates to each face �� of truss and ppoasition as srrown ebova and an the Joint tletnRe. uNess noted othenlea. Refer to drawings 16CA-2 for Standard plate positions. Alpine, a dvWm of ITV Bu0.r8ng Coni—ts Gro�y Inc shall not be responsible for arty deviation fr AN RW COMPANY this drawing, any Failure to b,lld the truss In conFornance with ANSI/TPI 1, or for handling, shipping, hstallatbn L broelrng of trusses. A seal an this drawing or cover page Usthg this dmwko trdcates acceptance of professional re ldllty sdel far the design shown. R; sulto v and use of' this dm kv 13389 Lakefront Orive far ony ucture is f}be y of the &Adit Oos gnat per ANST/IPI I saca Earth City, MO 63645 For more InFornatim see this Job's general notes page and these web sites, ALP11,10 wwealalneltw.cenb TPI, mtolnstorob SBCN wwsbctndustrv.oroi MCI wwrJcesofeara N . 10 8 AiEUF 4z At0RI�)�l EF BC FILLER ATE 10/01/14 RWG REPBCFIL1014 L 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, sane 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 81 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. ..vARN1Nta.. READ AND ftalnv ALL tmTct ON nos NraAvgm .eDf tTIW M h DOD TWS WAVM TO ALL CONTRACTORS INCLUBM DE INSTALL RS. Installing brae Refer to '1' vim' ' /�jp '�i, ��., TOTAL TOP CHORD LOAD NOT TO REF 2X4 SCAB O.H. DATE 10/01/14 Trusses require extra a core In fabricating, handling, shipping, and . and foltor the latest edition of SCSI (Building Component Safety Inforhatbn, by TPI and SfiCN For .aPety to these f�mcSlans. InstaNers sMU provltle tenparwy bradm par BCSL `.�� G�NSF : EXCEED 40 PS DRWG OHSCB2X41014 proetices Pry performing UN cs noted oth.-E top chord shall have prop+riy attached structural :Matting on bo<ta. shard WgM Locations For lateral restraint of' webs _ No (DEAD PLUS LIVE) shall Mve a properly attached calling.thorn Pernonent a Big, applicable. to each face _ 1. shalt have bratlrg instas s Per J or ils dApplyof proles o sections the of truss and ppooSlWn as shorn above and on tM Joint Details, unless noted otherwise. dra 160A-Z for T = Refer to lis standard plate positloms• froze Inc be for any deviation fran $ qTE OF i1r1 fTWCOMPANY Alpine, a division of ITV Building Components shall not responsible this direr- a ty Fa6vre to 111d the truss h cor�F'ornance with ANSIRPI 1, or far handWp, sin Pp4p, iQ QV �` hstnllnt an L 6ro In, Of trYfwew. A sent on this di,.4 or cover page Usttng this drnr%W. hdicotcs acceptance of professlonnl g Testy solely for the dws,gn .haven. TM sultobllty and use of this drawing for my s<rueMrr b tlw rc,portsbllty of t)io BAdnp gerly�er per ANSVTPI 1 SOCZ �i �® /� W ADO 60 \\.+ DUR, FAC, 1,15/1.25 SPACING 24' 7338g Lakefront Orivo for nv sae t� Jobsaenerol mates cage nyngeICG web L�qt'% p�(►t \\ A f9ff/A'"•©IVr Earth City. MO 63045 melt—ntlan ALPINE ++r.n tr.cnp TPp +r+. hitAr SBCA. +rr.sbchot,s4 i+rlcc-fearg `^' tt\\t\, r, STRONGBACK BRIDGING RECOMMENDATIONS ► AU scab -on blocks shall be a minimum W'stress graded lumber.' surra7m0NoeAr�c BRIDONB TOGETHER ► All strongback bridging and bracing shall be a minimum 2c6'strew graded lumber.' 4,,0. ► The purpose of strongback bridging Is to develop load sharing between individual trusses, resulting In an overall Increase in the stiffness of the W-V W SCAB ATTACH 8CAB WRH,OdeOVGUM floor system. aB strongbadc bridging, positioned as shown in details, (0A x3D-)HNL8el2AOW8AT6'O.0 is recommended at 10'-0' c.c. (max)NaM NLIEUOFSPUCHOA88HOWN.LAP NOTE: Details ! and 2 are the preferred attachment methods ATTACH WRONOBACKTD O w®w1(3)10dOOMM0H (O.t4M9 NA88oR(4)104 ANo BOTTOM OFac48cAaoNe�Aac. ATTACH 67RONGRACK70 BLOCKW/ (3)10dCOWADN(0.118-A(r) NA88OR (4)10d BO)MUN (oemYs a� NAt8 O o� ATTACH 87RONGBACK STRONGRi ieBRIDGINGATTACHMENTAlTERNATNES ,na0-3-8 M War, (�rro-rsaaEvus The tons wbrWgkV'and'bmdng' are sometimes mistakenly used Interchangeably. 'Bracing' Is an important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each individual truss component 'Bddging,' particularly %trongbadc bridging' Is a recommendation for a toles system to help control vibration. in addition towing 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. The performance of all floor systems are enhanced by the installation of strongback bridging and therefore is strongly recommended by 171W Building Compents Group Inc. For additional Information regarding strongback bridging, refer to BCSI (Building Component Safety Infoenation).- «mnmw» MW um room AM NOW oa f® M= �a ! tA. ��i,� TC LL PSF REF STRONGBACK rqub mdr. u m ftbd=hn& Wndq, bmt9ft •m hnems. ter 1n and 1*WV MM Qk=ft 9.l t) lolo,mdfm6 1181 .nd !m rid pr.etfm Odor to =inn 16.n !®oUau �d.➢as .� `�` '�i Ud— o e ,�ne+�..�oy aad .mn $n"` .nuw p.n�, -d �N TC DL PSF DATE 2/28/11 h— m�amb .Jt-%M ,W � laaBoc. ebo n L. r'°"°�kt d r..�,.toe a .ob. 6a hm � S� � Inow �� + t 91• us. '� gnaw W W "mr — mtmsum ' BC DL PSF DRWG STRBRIBRO211 -.00oalwr+ RMM Corr or M Max To nsrnuTM cmnn 2 — N n>, DwIft �mvn�m o� m. pnern) .n.n me mre�m,m1a for w eerl.fion stem myE,,1,�,�umn. m WE 1t: C LL PSF w am m ooatmmmo..M> m m r.�om. nmm�w w= m.�.x of tnna. i1�806 oam.etm Wi. e sW oa,pao�rgoyln an mWa of m ep U (rNOM AM IM Pala 3I/400 WWAW [w• � AaW r� m -a bw m um 4bm "a ® hid Mau S ATR OF OT. LD. PSF ��mdm�.mn@ — .m°mv"'"�"'n."`1w�"`i. eom> mmmai.z.y o � � •o �, �• t� DUR. FAC. 1.00 SPACING -