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HomeMy WebLinkAboutDrawing I. Florida Building Code Online Page 1 of 1 • r I ION,2 EM gas Nome I Log In I User Registration I Hot Topics I Submit Surcharge ; Stats&Facts Publications I FBC Staff I SM Site Map i Links I Search I i1Uq �,� r Product Approval US n USeR Public titer d product Anarovai Menu>Product or Aoolicatmn SearM>Application List Search Criteria Refine Search Code Version 2014 FL# 17147 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Res its-Applications M Tvoe Manufacturer validated ft Status FL37147- Revision Huber Engineered Woods LLC ICC Evaluation Service, Approved fu Category:Structural Components LLC. History Subcategory:Products Introduced as a Result of New (205)599-9800 Technology `Approved by DOM.Approvals by DBPR shall be reviewed and ratined by the POC and/or the Commission 9 necemry. contact us::2got Blair Stone Ro_d T-liahaaPn FL 32199 Phone:559-497-IB24 The State of Florida M an AA/ffo employer.c-arlaht 2001-2013 Scalp or Flarlda,::Prhracv era merit::A;52hfllty 9LV&Ment;;R�fynd +terr!snY Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send dectranic mall to this entity.instead,contact the office by phone or by traditional mail.It you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an small address It they have one.The emalls provided may be used for official communication wdh the licensee.However emat(addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine it you are a licensee under Chapter 455,F.S.,please click hM, Product Approval Accepts: Credit Card Safe ` https://www.floridabuilding.org/t) r_app_1st.aspx 4/12/2017 I RANEY COMPONENTS cover Sheet c7llc',V 19900 Independence Blvd. Order# Groveland,FI 34736 JOB# 136DCS113 0, LLc. Phone:(352)429-9429 Fax:(352)429-7429 Printed: Fri, Aug 25 2017 Job Information. Address: - - - - --_- - I FOR Name and License Number: Customer Name: Creekside Lot 113 DR Horton 3116 Yellowstone Clr Description: City,State,Zip: 4EFB-Flora"C"OL•OW Ft. Pierce, FL —Loading Information: Roof Loads: Floor Loads: TC Live: TC Dead: BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 40 10 0 5 Bldg.Code: Wind Std: Wind Speed: Bldg.Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential-CAT II C MWFRC&C&C w/M Pages or sheets covered by this seal from:1 thru 43 Total 43 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEONO 1 Al 2 A2 3 A3 4 A4 5 A5 6 A6- 7 A7 8 A8 9 A9G 10 AtOG 11 BGE 12 61 13 BG 14 BJ1 15 BJ3 16 BJ5 17 ER 18 CJ7 19 V1 20 V2 21 V3 22 V4 23 V5 24 L01 25 L02 26 - M1 27 MGE 28 BJ1L 29 EAL 30 CJ3L 31 FT1 32 FT2 33 FT3 34 FT4 35 FT5 36 FT6 37 FT7 38 FT8 39 FT9 40 FT10 41 Fri 42 FT12 43 FT13 ®����vEL MgRT'i®o v � ® No 0 7 STATE OF ' sO�Sl O P t V P.•��moo' ®�PS' ... 0 N A6 i File Corgi` Page 1 of 1 RANEY COMPONENTS Cover Sheet aneIJ 19900 Independence Blvd. Order# Groveland,FL.34736 JOB# 136DCS113 DIIponentS,LLC Phone:(352)429-9429 ' Fax:(352)429-7429 Printed:Thu, Mar 30 2017 Job Information: Address: FOR Name and License Number: Customer Name: Creekside Lot 113 DR Horton 3116 Yellowstone Clr Description: City,State,Zip: 4EFB-Flora"C"OL OW Port St Lucie,FL I Loading Information: Roof Loads: Floor Loads: TC Live: .TC Dead: BC Live: BC Dead: TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 40 10 0 5 Bldg.Code: Wind Std: Wind Speed: Bldg.Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential-CAT II C MWFRC&C&C w/M Pages or sheets covered by this seal from:1 thru 43 Total 43 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A2 3 A3 4 A4 5 As 6 A6 7 A7 8 AB 9 A9G 10 A10G 11 BGE 12 81 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 Digitally signed by Manuel Martinez Manuel ; DN:c=US,o=ldenTrust ACES Business Representative,ou=M AND E ASSOCIATES P.A., fr cn=Manuel Martinez, jIQ92342.19200300.100.1.1=A01 0969000001304 Martin a � � t9000OA517 113.30 16:02:43-04'00' DC version:2015.006.30280 Aft, ..a'w"lea: ' STATZ Of A � i� N� S >x 46':015A 38 FF SB 13180 BO 7F 48 0.0 99 2E 85 FI3: iFls item nos bean ekgranlnllysignee and":ealod 6y Maduel;tAartfna�; PL IFL:l6c.9471821 en.tfic date AawnDbOVC WJng a SHArl autAandtiilan<ode_ :vrintod copies of this dccurnent ua not candcetatl udneE and xs4led and tho&xO""'aut.�antaca;tori ccrlc.znl,t[ha,usrlret(an'av/elaatiarx: -copt4sc' i i Page 1 of 1 1 Job Number: 136DCS113 Ply:1 SEQN:746034/T15/COMN p' 4EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 2 FROM:AH FDW:Truss Label: Al Wgt:131.6 Ibs / ... 03/30/17 710" 13'8" 19'6" 27'4" 7'10" 5'10" 5'10" T10" D=5X6 12 5 X 6 6 -5X6C E IV � 1� - f f� 3X10(B3)B F=3X10(B3) aT3 A G J I H III2X4 =5X6 1112X4 1' T812 i 5'11"4 611"4 T8"12 1' 7'8"12 13'B" 19'74 27'4" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# 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 /639 /- /303 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.152 1 999 180 F 1094 /492 /639 /- /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.029 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.068 H B Min Brg Width Req= 1.3 Mean Height:21.67 ft Code/Misc Criteria CreepFactor:1.5 F Min Brg Width Reg= 1.3 NCBCLL: 10.00 TCDL:4.2 psf Bearings B&F are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.484 g g Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.481 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.547 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 27 0 D-E 835 -1224 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1020-1761 E-F 1021 -1761 Lumber C-D 835-1225 F-G 27 0 Value Set:13B(Effective 6/112013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Chords Tens.Comp. Chards Tens. Camp. Bat chord 2x4 SP#1 Webs 2x4 SP#3 B-J 1499 -742 1-H 1495 -767 Lumber value set"1313"uses design values J-1 1495 -742 H-F 1499 -768 approved 1/30/2013 by ALSC Wind a����$�. J �s Webs Maximum Tens.Comp es Per tW bs(Ibs)Tens. Comp. Member design based on both MWFRS and C&C. r€ y J-C 291 -25 1-E 434 -571 E '++ ,tom + C-1 434 -571 E-H 291 -25 D-1 737 -464 047182 4 ww Pa gam .'^ g �. • `_'`�'� . 1 �rgd9ff�t1~"a SERIAL d: 46,015A 38 FF 5B 81 BO BB 7F 48 00 99 2E 85 FB ihlt item hat been eie[ironl[etty 6(rynec and sealed fly i ianuzl lAart1—,. ?r.IiL:Itt.pbr38]{Cn lrle diM:hq W R ahD4C L:Sntt a SHR..I auth-ti.ticncode_ ?rudod ccples of thu dtcurnznt arc xroi cenrh_f d 11i-c and sated and the 5�iAA autheriticatlan—de MLu t be-.,0n(cd cr any rizctrae ic' coPiet, **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary rtrl bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to �m{hryt�trr/s,;�c drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build in Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of prol'essionat engineering responsibility solely for the design shown. The suitability and use of this g".awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI:ww.a.t insLor•SBCA:w .sbcindust .com:ICC:wwwJ=afe.or r F4E ob Number: 136DCS113 Ply:1 SEQN:746036/T16/COMN FB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 4 FROM:AH DRW: Truss Label: A2 Wgt:130.2 Ibs / ... 03/30/17 1 7'10" 13'8" 19'5"8 27'4" T10" 5-10" 5'9"8 T10"8 i D=5X6 12 6 E'Z3X4 N I� f� I � I 3X10(B3)B F=4X6(A2) 43 A I H G 1112X4 =5X6 1112X4 1' T8"12 5'11"4 511"4 7'8"12 7'8"12 13'8" 197'4 27'4" I Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL !W ITCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.066 H 999 240 B 1096 /494 /639 /- /287 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.152 H 999 180 F 1032 /458 /572 /- /- !- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.030 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Height:21.67 ft HORZ(TL): 0.068 G - - B Min Brg Width Reg= 1.3 NCBCLL: 10.00 Code/Mise Criteria Creep Factor:1.5 F Min Brg Width Req= - TCDL:4.2 psf Bearing B is rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.504 g a g 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) Lac.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 27 0 D-E 851 -1230 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1024-1766 E-F 1064 -1778 Lumber C-D 838-1229 Value Set:13B(Effective 6/112013) Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#1 Chords Tens.Comp. Chards Tens. Comp. Webs 2x4 SP#3 B-I 1503 -805 H-G 1513 -812 Lumber value set"1313"uses design values I-H 1500 -805 G-F 1516 -813 approved 1/30/2013 by ALSC Hangers/Ties 1k, / Maximum Web Forces Per Ply(Ibs) (J)Hanger Support Required,by others � �1��r Webs Tens.Comp. Webs Tens. Comp. 1' I-C 292 -25 H-E 446 -587 Wind ,�`4 {+Sii '` # #I C-H 436 -572 E-G 294 -40 Member design based on both MWFRS and C&C. " x* i D-H 745 -484 w. 92: r w. +rs �• s .sl:R�c.a:,,. 40:OI5A 38:FF SB 8I-80 BB:7F 48 00 99 2E 85 FB 2t5i:Itdf&5has hcen zlewonieaity stanecznd sealed�y g7annel Martinn[r £(L.I1C1187187 i�Ln t(Inl{iDC Sh,YWRJIM4C A.�nBa SNA•2 acChent6.]t(in rode= ariritud ccgifes ct thtsdicnxnent�sre nut canslLessd ui}nee sndscs4ed -and:ehcs i.3 a�t'ricntuatioc�ccdc must La Ncnicd cc any clettrardc ugpfm: —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling shipping,ins telling and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly j attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to rin{i2nirfls t c drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shippin ,installation and bracing of trusses.A seal on this drawing or cover page listingthis drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this mob's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. inslor;SBCA:www.sbcindus .com:ICC:www.iccsafe.or I i Tf Job Number: 136DCS113 Ply:1 SEQN:746038 1 T14/HIPS f 4EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW City: 1 FROM:AH DRW: Truss Label: A3 Wgt:145.6 Ibs / .,, 03/30/17 7'10"9 13' 14'4" 19'S"7 27'4" 7'10"9 5'1"7 1'4" T10"9 =4X4 =4X4D E 12 6 03X4 C Fa3X4 M O rfj 'o Z 4X4(A2)B G=4X4(A2) ,F3 A H M L K J-3X4 I =III2X4 =3X43X4 1112X4 1' 7'8"13 5'3"3 8" 53"3 T8"13 1' 7'8"13 13' 3' "8„ 19'7"3 27'4" H4 " 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): 0.063 L 999 240 B 1094 /494 /643 /- /290 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.145 L 999 180 G 1094 /494 /643 /- /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.029 1 - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.067 I - - B Min Brg Width Req= 1.5 Mean Height:21.50 ft Code/Misc Criteria CreepFactor:1.5 G Min Brg Width Re 1.5 NCBCLL: 10.00 TCDL:4.2 psf q Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.478 Bearings B&G are a rigid surface. BCDL:5.0 psf Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.473 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.492 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 27 0 E-F 886 -1263 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1042-1761 F-G 1042 -1761 Lumber C-D 886-1263 G-H 27 0 Value Set:13B(Effective 6/1/2013) D-E 833-1057 Top chord 2x4 SP#1 Maximum Sot 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-M 1499 -766 K-J 1057 -456 approved 1/30/2013 by ALSC M-L 1496 -766 J-1 1496 -797 Wind ������i$l Ji�tIl .41 L-K 1057 -456 I-G 1499 -798 Member design based on both MWFRS and C&C. laCJ �$rwsl ,. Maximum Web Forces Per Ply(Ibs) EN Webs Tens.Comp. Webs Tens. Comp. M-C 287 -39 J-F 429 -583 +► f 01 719 '. « C-L 430 -583 E-J 385 -275 w' D-L 385 -275 F-I 287 -41 *. STATE F Z 40 01.5A 38 FF SB 8180 88:7F 48 00 99 2E 85 B ma it—has beer;cleeteonleatiy cy-;neC and zcalc��y NSanve}Marttnur, 7rfrt_ltc.paTlft2!cn,lAc daleshcwnabnuc'r::ing.a SHA•7 - iu[11ePti•.akiCA QOde_ �nnicd ccpic:ci t}dsdu=crncnPare ndi caniidn_rxd signed and'—led, ar;dth�5:l.a atlthceAicauuntCrJa.rnl:2t Le burliied cz arvjelc.tiar4�, ccpfes.' **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing.•Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary iit<ry bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, fin, dtrrrlls, c as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to f drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build in Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this Q�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com•TPI:www.t instcr;SBCA:www.sbcindust .com'ICC:www.iccsafe.or Job Number: 136DCS113 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 7'10"9 73' 14'4" 19'S"7 27'4" i t• 7'1D"9 �- 5'17 } 1'4"+ 5'1"7 T 7'10"9 =4X4 =4X4D E i . 12 6 3X4 C F�3X4 o � r` i I 4X4(A2)B G=4X4(A2) 4'3 A 181 L K J I-3X4 H 1112X4 =3X4=3X4 1112X4 1' 7'8"13 533 8" 5'3"3 TE!"13 7'8"13 13' ,8,. 19'7"3 27'4" 7 4'4" �Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) CLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W CDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.063 K 999 240 B 1096 /495 /643 /- /274 /5.5 8CLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.146 K 999 180 G 1032 /459 /576 /- /- /- Risk Category:II BCDL: 10.00 Snow Duration:NA HORZ(LL): 0.029 H - - Wind reactions based on MWFRS EXP:C Des Ld: 37.00 Mean Height:21.50 ft HORZ(TL): 0.067 H - - B Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= - Soffit: 2.00 CDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.504 Bearing B is a rigid surface. B Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.482 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.504 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 27 0 D-E 846 -1061 Wind Duration:1.60 WAVE VIEW Ver:15.01.D1.0402.19 B-C 1055-1766 E-F 903 -1269 Lumber C-D 889-1268 F-G 1084 -1777 Value Set:13B(Effective 6/1/2013) 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-L 1503 -835 J-1 1 D61 -492 Lumber value set"138"uses design values L-K 1500 -834 I-H 1511 -833 approved 1/30/2013 by ALSC K-J 1061 -492 H-G 1515 -833 Hangers/Ties Ott, Iro" Maximum Web Forces Per Ply(Ibs) (J)Hanger Support Required,by others �`.:``� 0� y�,l'a.ar�m�a*� "� Webs Tens.Comp. Webs Tens. Comp. Wind +�"� a '*� +� �'•„' �'S'� L-C 287 -39 I-F 439 -596 Member design based on both MWFRS and C&C. C-K 430 -583 E-I 390 -292 } 7a D-K 386 -276 F-H 290 -43 a. 4t7 015A 38 FF 59 k 80 813 7F 48 00 99 2E 85'FB �rNtitem has beersc{ecuonlea trs nnC and sealed by iAanWM ni-L ?FfF,4:lic:ddTl87ten tnduata shownalwyea:5nga5HA.7 ai:thantY.atlan cede. arintad copies of the dcccrnent arc not c 0%1 md:Ignee and seaied Viand thpaS%Axl Authcerticatiun arde.inust ho oarlfied m an j elc.:t"raw;,. �confas: **WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ifrusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary anFtt bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build in Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.wm;TPI:www.t inst.or;SBCA:www.sbcindust .com•ICC:www.icrsafe.or Job Number: 136DCS113 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 Wgt:137.2 Ibs .. / ... 03/30/17 7'B"l2 11' 16'4" 19'7"4 27'4" 7'8"1 2 33"4 5'4" 33"4 7'8"12 s5X6 �5X6 D E 12 1112X4 C F III2X4 6 o rn in 4X4(A2)B G=4X4(A2) 33 A H K J I =3X4 =5X6 =3X4 1' T10"8 5'9"8 5191.8 7'10"8 1' 7'10"8 13'8" 19'5"8 27'4" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.062 J 999 240 B 1094 /497 /650 /- /252 /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: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.027 1 - - Wind reactions based on MWFRS Ld: EXP:C HORZ(TL 0.062 1 - - B Min Br Width Re 1.5 Des CL 10.00 Mean Height:21.00 ft ) g q NCBCLL: 10.00 g Code/Misc Criteria Creep Factor:1.5 G Min Brg Width Req= 1.5 TCDL:4.2 psf Bearings B&G are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.474 Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Sid: 2007 Max BC CSI: 0.490 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.330 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 27 0 E-F 1242 -1711 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1091 -1758 F-G 1091 -1758 Lumber C-D 1242-1711 G-H 27 0 D-E 931 -1223 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-K 1495 -811 J-1 1201 -617 approved 1/30/2013 by ALSC K-J 1201 -591 I-G 1495 -843 Wind #81(t Member design based on both MWFRS and C&C. �' �tRgry;• Maximum eb mu es P (Ibs) Tens.Comp. Webs Tens. Comp. C-K 345 -332 J-E 202 -117 �»a K-D 563 -422 E-I 563 -421 vim ' 7 Z e y .. D-J 201 -116 1-F 345 -332 ,� f ar 0 401.01.5A 38.FF 5B 81,BO 88'7F 48 00 99 2E 85 FB Phlt R¢IkI has beers¢iertranieaitg.Sianad and,sealed by/Aant:a f tAartiw¢ ?E I�L:t&:d47102fcn tlic:FxMShasyn itMu¢)zSngn S41A.7 " a ith¢t€:alien =nnttr�ccpfe:cf thJs dset:rnent uc not censirecetl d�nnd and srsled and the f�AxE'authentrcatlnn[��c must Le dcrlf�d cz any electian9c' ccpiei; **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary tTrr tf bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or' 0, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (Refer to �??f'R1J4'!�L-`'• -' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildinq Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSUTPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of pro{essionat engineeringB responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.or;SBCA:www.sbcindust .com:ICC:www.iccsafe.or All V Job Number: 136DCS113 Ply:1 SEQN:7461144/T19/HIPS 4EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 1 FROM:AH DRW: Truss Label: A6 Wgt:137.2 Ibs / ... 03/30/17 I I 7'8"12 11' 16'4" 1 "'4 27'4" 7'8"12 33"4 5'4" 33"4 7'8"12 �5X6 =5X6 D E 12 1112X4 C F III2X4 6 m o `r' rr v' i 1 =4X4(A2)B G=3X4(A1) 4J A J I H =3X4 =5X6 =3X4 1' 7'10"8 59"8 5'9"8 T10"8 T10"8 13'8" 19'5"8 27'4" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl 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 /499 /650 /- /236 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.143 1 999 180 G 1032 /462 /583 /- /- /- BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.027 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.062 H - - B Min Brg Width Reg= 1.5 Mean Height:21.00 ft Code/Misc Criteria Cree Factor:1.5 G Min Brg Width Req= NCBCLL: 10.00 TCDL:4.2 psf p 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 It 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)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 27 0 D-E 945 -1228 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1105-1763 E-F 1266 -1730 Lumber C-D 1255-1716 F-G 1118 -1773 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Chords Tens.Comp. 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 -878 approved 1/30/2013 by ALSC Hangers/Ties 041tiIIIJ111.14A Maximum Web Forces Per Ply(Ibs) (J)Hanger Support Required,by others ®� r#. t �� Webs Tens.Comp. Webs Tens. Comp. } °*"�� • ¢ C-J 344 -332 I-E 202 -120 WindR.� `a'�Si11 ` t�iR�.+d�-- J-D 564 -421 E-H 581 -433 Member design based on both MWFRS and C&C. D-1 203 -117 H-F 351 -341 No 04718Z t �« STATe OF 10 0. 40 015A"38 FF 513 81 130 138;71'48 00 99 2E'85.FB: rhit item hoc been by 4fanvnl M.arpna�, PE fn.a<.9471621..th.date shawnplaquc ceYnga 51fHt3 •� authertkatfan<ode. ?rrntec c<pies et thtsdc<urnant are nui canticerod signao and usled and the 5'tr1*:autheMscatlen L6dn.rflL.:t 6e ueril+'cd ar anynld<[rarJt" <dpids, "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporaryv bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly am, attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10 as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to, drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineer responsibility solely for the design shown. The suitability and use of this rawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t instor•SBCA:www.sbcindust xom•ICC:wwwJ=afe.or I r Job Number: 136DCS113 Ply:1 SEQN:746063/T12/HIPS '~ 4EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 1 FROM:AH DRW: Truss Label: A7 Wgt:141.4 Ibs / ... 03/30/17 L 7'8"12 I 9' I 13'8" 18'4" 19'7' 27'4" 7'8"12 T 13"4 4,8" '1 4,8" '1 3„4T 7,8"12 :5X6 1112X4 =5X6 D E F 1112X4 C G 1112X4 12 6 rr o to "a t -4X4(A2)B H=4X4(A2) � d�J A I i L K J =3X4 =5X6 =3X4 1' 7'10"8 5'9"8 5'9"8 T10"8 1' Tl0"8 13'8" 19'5"8 27'4" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl 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 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.164 E 999 180 H 1094 /666 /650 /- /- /5.5 BCDL: 10.00 Risk Category:II 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 Reg= 1.5 Mean Height:20.50 ft H Min Brg Width Re 1.5 NCBCLL: 10.00 TCDL:4.2 psf Code!Misc Criteria Creep Factor:1.5 q Soffit: 2.00 BCDL:5. psf Bldg Code: FBC 2014 RES Max TC CSI: 0.464 Bearings B&H are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.493 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.209 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 27 0 E-F 1122 -1540 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1122-1763 F-G 1297 -1734 Lumber C-D 1298-1734 G-H 1122 -1763 Value Set:13B(Effective 6/1/2013) D-E 1122-1540 H-1 27 0 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"138"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 i�g1L�YlRi E$ti /��� Maximum Web Forces Per Ply(Ibs) Member design based on both MWFRS and C&C. ty � Webs Tens.Comp. Webs Tens. Comp. ot C-L 426 -373 K-F 266 -195 *, a L-D 548 -463 F-J 548 -463 . ` « D-K 266 -195 J-G 426 -373 „ <* a E-K 251 -280 M m_ �• '; TAB` F Jib •'" rpgi. 7-1 *f °� . Ij 40 01.5A38 FF'59 8180 6B7F 48 06:99 3E 85*117B tfils item has bean ekctmnicilty sit need zealeer ev/AanW tAarti—e E jsL,ftc:gd7la2)en inC_datc shatvhabdvC nvnaa5HA.7 'aU[rlfntY�tlCn<ede_. Acmtocccgieselthisdc mentarenei cendcefzd agnec and seaied and the.s>A,z authentkaHdn'cede must 6o acrifcd rn anjrcloctian% cop(esc **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary army bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached r'Igid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 83,B7 or B10, as applicable. Apply Oates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to �mfn?irt{i/ drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitabdlty and use of this drawing, for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com•TPI:www.t inst.or•SBCA:www.sb6ndus xom;ICC:www.iccsafe.or j Job Number: 136DCS113 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 I 7'8"12 9' 161"15 19' 21'0"5 27'4" 7'8.12 1'3"4 6'1"15 3'10"1 2'0"5 6'3"1 1 e5X6 1112X4 =3X4 =3X4 D E F G =4X4H 1112X4 C 12 6 r7 o i v in rn 4X4(A2)B 33 A M IM t L K J III 2X6I =3X4 =3X4 -3X8 =4X4 1' T10"8 5'9"8 1'5"15 6'1"15 T10"8 13'8" 15'1"15 21'3"13 27'4" 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):-0.073 E 999 240 B 1101 /652 /693 /- /268 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.168 E 999 180 1 1027 /649 /513 !- /- /- . BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.024 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CHORZ(TL): 0.050 C - - B Min Brg Width Req= 1.5 Mean Height:20.50 ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 1 Min Brg Width Req= - TCDL:4. psf Bearing B is a rigid surface. Soffit: 2.00 gCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.455 g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.549 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.981 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 9.0o ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 27 0 E-F 1062 -1562 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 1085-1781 F-G 1062 -1562 Lumber C-D 1244-1733 G-H '738 -1103 Value Set:138(Effective 6!1/2013)' D-E 1062-1563 Top chord 2x4 SP#1 Bat chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"13B"uses design values B-M 1518-1114 K-J 1148 -773 approved 1/30/2013 by ALSC M-L 1377 -992 J-1 0 0 Hangers/Ties ��t�iL �td#p�:8 L-K 1377 -992 (J)Hanger Support Required,by others9�� ` AP"? ' Maximum Web Forces Per Ply(Ibs) Wind �� .Y� $ '.',f� * °A,;. Webs Tens.Comp. Webs Tens. Comp.. 0 Member design based on both MWFRS and C&C. '��+" C-M 386 -326 K-G 524 -365 °� :: Right end vertical not exposed to wind pressure. �r 71.84 M-D 512 -419 G-J 554 -703 D-K 231 -182 J-H 1384 -926 •q y Y. E-K 288 -332 H-I 702 -978 V. i � '•gam �"€macx. #r wR 9 . :OF. y ' a ON SERIALk 40:015A 38:Ffb8 81,86$B 7F 48 00 992E 85 FB: j ihl:item�as Ecen c4earonlcai3¢sp3nest and sale�hp ttianuuf4Martinat; Elel..uc p4T702 trn rise cafe shCwM1P64ue 1»inga SNA.1 `- autndmhk'at(en Fnntea cLvi-of tl to dccr.Ynentwe not le.—d sig-c and:sealed and ttc5xt�:i autgenucattan eoQ.o inittt Lo vc,11kC er,`anypleetrmr{[.; mpI,—, **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI andSBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 910, . as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Nefer to om{76nt rl{s tic drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI Pl 1,or for handling shipping installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance,of prof 'esslona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t instor•SBCA:www.sbcindust xom'ICC:wJcnsafe.or 1 t x Job Number: 136DCS113 Ply:1 SEQN:746050/T17/HIPS 4EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 1 FROM:AH DRW. Truss Label: A9G Wgt:151.2 Ibs / ... 03/30/17 7' .13'8" 20'4" 27'4" 7' 6'8" 6'8" 7' 1113X6 C5E8X8 D TC2 �8X8E ,2 T6 o ih =4X12(B3)B F=4X12(B3) 1 4�3 A G J I H 11 1114X4 =7X8 1114X4 1 J 67"12 6'6"4 6'6"4 67'12 L1 J .' 7'1"12 13'8" 20'2"4 1 .26'10" 6" 6 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 Ioc L/deft L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.188 D 999 240 B 21J6 /1259 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed LU:.NA Cs:NA VERT(TL): 0.436 D 743 180 F 2136 /1259 /- /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.049 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.113 H - - B Min Brg Width Req= 2.1 g Width Re = Mean Height:20.00 ft q NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 F Min Br 2.1 TCDL:4.2 psf Bearings B 8 F are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TIC CSI: 0.650 g g Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.552 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.763 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 27 -24 D-E 2816 -4850 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 2432-4168 E-F 2432 -4168 Lumber C-D 2816-4850 F-G 27 -24 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2z4 SP#1 :TC2 2x6 SP#1: Chords Tens.Comp. Chords Tens. Camp. Bot chord 2x6 SP#1 Webs 2x4 SP#3 B-J 3674-2120 1-H 3704 -2127 Lumber value set"13B"uses design values J-1 3704-.2127 H-F 3674 -2120 approved 1/30/2013 byALSC MA �{;ffi39dt) Maximum Web Forces Per Ply(Ibs) Loading s . 'e Webs Tens.Comp. Webs Tens. Comp. #1 hip supports 7-0-0 jacks with no webs. g�"-" A O .+'�•�" " / � C-J 700 -179 I-E 1286 -772 and it Left 0 0 overhang.E jacks have �d jacks have-0 setback t7-0-0 setbanck ,�� +'••� • � � C-1 1286 -772 H-E 700 -179 with 0-0-0 cant and 1-0-0 overhang.Right side jacks �" + D-I 876 -9D7 have 7-0-0 setback with 0-0-0 cant and 1-0-0 a' NO J'1 � • overhang. s Wind w _ 9 `4 Wind loads and reactions based on MWFRS. S'TAT F N. %%,�� :. SERIAL 4. 40 013A 38 FF 513 81•BO BB.7F 48 00 99 2E 85 F8 iklli Itdrst fias fleet,Clear�nl[ali,'Si�;neEand sea lee nq MaMk f Martlner, PEIFL.lie:p477 N]}cri tnc tale shown about c:snt{a SH:.+I au[ficn[tiatidn coda_ �rtniec ccpie.of tlis dcccment arc not censldrad•rdned and coz{ed and ths3 n3�utFcr�deatiw,'..ndcsnush6u,nrifind onageil tmr. cepfes: **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary rrnay bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown forpermanent lateral restraint ofwebs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to Ail/h�llrlil.4,❑c drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing',indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t insLor;SBCA:www.sbcindust .tom:ICC:www.iccsafe.or 4 � I c Job Number: 136DCS113 Ply:1 SEQN:746052!T10/HIPM 4EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 1 FROM:AH DRW: Truss Label: A1DG Wgt:175.0lbs / ... 03/30/17 i 7' 13'9"15 17' 20'4"5 27'4" f 7' + 6'9"15 I 3'2"1 + 34"5 6'11"11 j I114X4 =4X6 =4X6 C-8X8 D E F =7X8 G ,2 T T TC1 (a) W r7 o T � 4X12(B3)B A 1 K J I=4X12 H 1114X4 =8X12 1113X10 L 1 J 6'7"12 6'6"4 7'2"5 6'5"11 i 7'1"12 13'8" 20'10"5 274" 6 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.178 D 999 240 B 2108 /1242 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.416 D 784 180 H 2251 /1302 /- /- /- /- BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.038 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:CMean Height:20.00 ft HORZ(TL): 0.089 C - - B Min Brg Width Req= 2.1 NCBCLL: 10.00 Code/Mise Criteria Creep Factor:1.5 H Min Brg Width Req= - TCDL:4.2 psf Bearing B is a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.630 9 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.552 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:No Max Web CSI: 0.732 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. . Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 27 -24 D-E 2732 -4718 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 2396-4109 E-F 2732 -4718 Lumber C-D 2734-4721 F-G 2022 -3521 Value Set:13B(Effective 611/2013) Maximum Bat Chord Forces Per Ply(Ibs) Top chord 2x6 SP#1 :TC1 2x4 SP#1: Chords Tens.Com Chords Tens. Coin Bot chord 2x6 SP#1 P• P• Webs 2x4 SP#3:W6 2x6 SP#1: B-K 3623-2089 J-1 3646 -2124 Lumber value set"l 313"uses design values K-J 3653-2096 1-H 12 -B approved 1/30/2013 by ALSC Bracing Maximum Web Forces Per Ply(Ibs) `�� Webs Tens.Comp. Webs Tens. Comp. (a)Continuous lateral restraint equally spaced onq V member.Or 1x4"T"reinforcement.80%length of C-K 703 -173 F-I 1191 -1457 web member.Same species&SRB grade or better, s C-J 1192 -711 1-G 3935 -2259 attached with 8d Box or Gun(0.113"x2.5",min.)nails D-J 795 -817 G-H 1355 -2126 @6"oc. J-F 1208 -684 �Hangers/Ties 1(J)Hanger Support Required,by others LoadingOF #1 '* - ++ #1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0-0 setback with 0-0-0 cant • a , +#.. and 1-0-0 overhang.End jacks have 7-0-0 setback l� s++'� , * i % " have 0-0-0 s overhang. etback with O-D-Ocan9dan Oto side jacks SL ON overhang. SR # Wind 40.015A38FF56,1l'$b66 F4.8OQ992E&5FB: Wind loads and reactions based on MWFRS. mt:ii msa�bcer i�aanlcans �ee�nus�aieanym°n��in irne�; F I`x,4.ltc pdT797 ren the nateshawn aba°c�.§nga St?A=I ' - Right end vertical not exposed to wind pressure. ,uthenrl aticncod°- PiintnG cc{Iics of 11.15 dccunent arc not censl[crcd.Ignec and'sedlcd and dvi aAMPYutiicntaatl°n cado-.x�iLst Le,acrif;cd ar anyelccti wk': _. =eePreie' "WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI anSBCA)for sa ety practices prior to performing these functions. Installers shall provide temporary rrr g bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810. as applicable. Apply Oates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. )Refer to aOlf lilrt(1L>^,uc drawings 16DA-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www. insto ;SBCA:www.sbcindust .com;ICC:wJccsafe.or � r Job Number: 136DCS113 Ply:1 SEQN:746054/T9/GABL 4EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 1 FROM:AH DRW: Truss Label: BGE Wgt:137.2 Ibs / ... 03/30/17 10'8" 21'4" 10'8" 10,8" 2'8„--+1,4„ (TYP) I=4X4 H J G K 12 F L 6 ,h E M Co n D N C 0 0 =2X4(Ai)B P=2X4(A1) A G AD AC AB AA Z Y X=5X6 W v U T S R I 21'4" i 21,4„ -'r-v-( Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria A 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 /- /11 /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:11 Snow Duration:NA HORZ(LL): 0.003 R - - B Min Brg Width Req= - EXP:C Des Ld: 37.00 Mean Hght:20.92 ft HORZ(TL): 0.004 R - - Bearing B is a rigid surface.ei NCBCLL: 10.00 TCDL: ei psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.116 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.034 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.105 A-B 27 0 1-1 325 -24 Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: B-C 82 -118 J-K 271 -21 GCpi:0.18 Plate Type(s): I 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:13B(Effective 6/1/2013) F-G 217 -23 N-O 78 -87 G-H 271 -21 O-P 82 -118 Top chord 2x4 SP#1 H-I 325 -24 P-Q 27 0 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Sot Chord Forces Per Ply(Ibs) Lumber value set"'I 3B"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC ��t.l�fllt B-AD 187 -103 X-W 206 -107 Plating NotesAll plates are 2X4 except as noted. AD-AC� ,� AC AB 198 -105 V--U 203 106 AB-AA 201 -105 U-T 201 105 ENS Wind q�� Q�.' 1► s'� �r AA-Z 203 -106 T-S 198 105 Member design based on both MWFRS and C&C. �* a Z-Y 205 -106 S-R 196 -104 e 0 047, 5 ' `' Y-X 206 -107 R-P 187 -103 Additional Notes See DWGS Al6030ENC101014&GBLLETIN1014 for > Maximum Gable Forces Per Ply(Ibs) gable wind bracing requirements. �:„ «; fft Gables Tens.Comp. Gables Tens. Comp. Y A+.. a C-AD 188 -103 W-J 202 83 D-AC 96 -65 V-K 165 -73 * . E-AB 109 -74 U-L 108 -73 A 'Cs g s G-Z 1 165 73 S-N 96 65 H-Y 202 -83 R-O 188 -103 SERA( #:. I-X 0 -173 40,015A 38 FF 5B 81 BO BB•7F A8 00 99 2E 85"FB mis iiterat tins ticen e4ectronicatty signcu zed zcalec by manual 1.6rtiner; 2FI:t;lic.gd77R2Ya:p ttid c'ateshawbpl>ouc'umnga SF?A21 , authentki ticncode_ r'ruitnd copies cf th✓s-dccumeni ara nui cnndccrxd ujnad andxsgicd "andtFStins.3Suthrrtirariun ic�c.imust be acrlfied ur anyplc�traru: 'captas: **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary ruh?y bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. (Refer to nn»arrt�rf,br drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIITPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,_ listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com'TPI:www. inst.or'SBCA:www.sbcindust .com'ICC:www.iccsafe.or i Job Number: 136DCS113 Ply:1 SEQN:746057/T2/COMN 4EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 6 FROM:AH DRW:: Truss Label: B1 Wgt:103.6 Ibs .. / ... 03/30/17 i 64"8 10'8" 14'11"8 214 r 6,4"8 �- 4'3"8 4'3"8 6'4"8 D=4X6 i 12 g C 3X4 M N =3X6(A1)B F=3X6(A1) 4 33 A G K J I H 1112X4 =3X8 =3X4 1112X4 6'2"12 4'5"4 1 4" 3'1"4 6'2"12 1 6'2"12 10'8" 12' 15'1"4 21'4" 1 Loading Criteria (psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.060 J 999 240 B 867 /535 /516 /- /245 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.092 J 999 180 F 867 /535 /516 /- /- /5.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.023 H - - .Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): B 8r F are a rigid 0.040 H - - B Min Brg Width Req= 1.5 F Min Br Mean Height:20.92 ft NCBCLL: 10.00 Code I Misc Criteria Creep Factor:1.5 g Width Req= 1.5 TCDL:4.2 psf Bearings Soffit: 2.00 BCDL:5.0 psf Bldg Cade: FBC 2014 RES Max TC CSI: 0.490 9 surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.306 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.336 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. GCp1:0.18 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 10B3 -942 F-G 27 0 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Coin Bot chord 2x4 SP#1 P• P• Webs 2x4 SP#3 B-K 1135 -960 I-H 1132 -977 Lumber value set"1313"uses design values K-J 1132 -960 H-F 1135 -977 approved 1/30/2013 by ALSC J-1 1132 -977 Wind Maximum Web Forces Per Ply(Ibs) Member design based on both MWFRS and C&C. *�, Webs Tens.Comp. Webs Tens. Comp. K-C 223 -26 D-J 582 -608 C-J 548 -428 E-H 224 -26 47 J-E 547 -428 OP # C. HwyF. s g " % 40 015A 38 FF:5B 84 BOBBY 48 00 99 2E 85 FB: 7nIL itarn has been cicaranlcatty ix�ned'and scaled by Manuel tA3rtine{, Elil:l( d47782(en tncCale shawnabAVc l:inga5HA.7 authenr3caelan code. Printed eeptes or this d­Trcntarc not cnnsi&radsigned and,wiled.- ardthc5?xMS autticntxation"cad¢tnlst 5c!ucrtfrd ccv anyilcctraoY_' -'dopiau —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,handlingshipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary r{mry bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to �m{xrlitri!_c,;Ur drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildingp Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.o ;SBCA:www.sbcindust xom•ICC:www.iccsafe.or 1 i i r � t r Job Number: 136DCS113 Ply:2 SEQN:746059/T21/COMN 4EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 1 FROM:AH DRW: Truss Label: BG Wgt:140.0 Ibs / ... 03/30/17 l 3'B"7 7'3"1 10'8" 14'0"15 17'7"9 21'4" 3'8„7 3'6"11 i 3'4 15 3T 4 15 -+ 3 6"11 3'87 '1 E 1114X6 12 :4X6 D F�4X6 6 M 0jCW5 G�4X4 =4X12(B3)B H=5X6(C3)) =H0308(C3) ea A N M L K J I Ill2X4 =6X6 =6XB =6X6 =4X6 1113X6 J l 3'0"11 3'4"15 3'8"7 1'4" 3'4"15 3'6"11 TV11 T 6'11"9 10,81, H" "{'12 2-4-7 17'9"5 21'4" 6 14'4"7 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: 160mph Pf:NA Ce:NA VERT(LL): 0.147J 999 240 B 4396 /2481 /- /- /- /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.330 J 764 180 H 6503 /3304 /- /- /- /5.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.045 1 - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.102 I - - B Min Brg 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 TCDL:4.2 psf Bearings B&H are a rigid surface. Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.494 g g 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. Camp. 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 6/112013) Wind loads and reactions based on MWFRS. Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x6 SP#1 Webs 2x4 SP#3:W5 2x4 SP#1: Chords Tens.Comp. Chards Tens. Comp. :Rt Wedge 2x8 SP#1: B-N 3960 -2200 K-J 4039 -2124 Lumber value set"l313"uses design values N-M 3967-2206 J-1 5004 -2581 approved 1/30/2013 by ALSC M-L 3951 -2192 I-H 5039 -2596 L-K 4039-2124 Nailnote ,� . �. Nail Schedule:0.128"x3",min.nails 4, •;* " " . A Maximum Web Forces Per Ply(Ibs) Top Chord:1 Row @12.00"o.c. Webs Tens.Comp. Webs Tens. Comp. Bot Chord:1 Row @ 3.25"o.c. Webs :1 Row @ 4"o.c. N6 0 1 81 �, N-C 122 -146 L-F 658 -1375 Use equal spacing between rows and stagger nails + C-M 77 85 F-J 1425 -623 in each row to avoid splitting. o M-D 1313 -755 J-G 474 -990 4"o.c.spacing of nails perpendicular and parallel to grain required in area over bearings greater than 4" F: • D-L -1 G-I 775 328 � . E-L 2977 77-155 9 9 Special Loads ✓ 8 TAT OF , 4& . I . • :-(Lumber Dur.Fac.-1.25 Plate Dur.Fac.=1.25) �s* TC-From 56 j TC-From 28 pIf at 7.06 to 28 pIf at 10.67 :Ire TC-From 56 plf at 10.67 to 56 plf 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 plf at 7.06 BC-From 10 pIf at 7.06 to 10 plf at 12.00 BC-From 10 plf at 12.00 to 10 plf at 21.33 40 01 5A 38 FF 5B 81,130 B8 7F 48 00,99 2E 85 FB BC-2251 lb Conc.Load at 7.06 ?hir item fist been ciearnnlaity s gnee mod..fee by Manue�lAartinni BC-1027lb Conc.Load at 9.06 .?glra.-tkc,naxlsalenthed.tesh..n boycusogasi+a•i BC-1032 lb Conc.Load at 11.06,13.06,15.06,17.06 authe titaticoaod.. 19.06,20.60 _Mmec c picaot thu dc<ernent ma nei censkcrxd zignec and sesled and the 5-1,1 Z w t be verifkd rr any ele<trar3c 'copfess "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary r 7711y bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly J attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (Refer to omthi)rtvt_cau drawings 160A-Z far standard plate positions. Alpine,a division of ITW BuildinggComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitabrltty and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:�, inst.or;SBCA:www.sbcindust .com:ICC: www.iccsafe.or Job Number: 136DCS113 Ply:1 SEQN:746023/T24/JACK 4EFB-Flora"C"OL OW/DR Horton MEFB-Flora"C"OL OW Qty: 6 FROM:AH DRW: Truss Label: 13J1 Wgt:11.2 Ibs / ... 03/30/17 i 12 6 C =2X4 Al B M _o L0 M A D 1' 1' - - 1' Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-1.0 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 150 /87 /146 /- /49 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 11 /11 /19 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D C -14 /29 /27 /- /- /1.5 Des Ld: 37.00 EXP:CMean Height:18.50 ft HORZ(TL): 0.001 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf D Min Br Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.171 g q= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.016 C Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:20(0)/l0(0) Mfg Specified Camber. GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 Lumber A-B 27 0 B-C 29 -19 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#1 Chords Tens.Comp. Lumber value set"'I 3B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. V Y sl-AVE OF. 4f)015A 38,Ff 5B:$2 B0813 7F 48 00 99 2E 85,FB 7Mt item has been eioanaelui4f timed and scale[by Nsanucf 7fartinas,• EIs�.�llc:p471H7!Cn_tticdate ahuwnabaYc'i in�a SHA•I � - ' autZtcritkiticneode. Yrinioc ccpf-cf this dc<u—yore not considered sianee and—Imd `ard thes�tA:z autbentuancn cogs inWbaacdflcd on aria/elc,<ir..k copies: "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingg shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)To'r safety practices prior to performing these functions. Installers shall provide temporary nnrw bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or t310, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. kefer to rim{xntglL;;a c drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIQ PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this r7awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's cieneral notes page and these web sites:ALPINE:www.al ineitw.com•TPI:www.t instor•SBCA:www.sbcindust .com;ICC:wr .iccsafe.or 1 r , r Job Number: 136DCS113 Ply:1 SEQN:746022/T23/JACK 4EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 6 FROM:AH DRW: Truss Label: BJ3 Wgt:12.6 Ibs / ... 03/30/17 C 12 6 EO CD ,n 2X4(A1) B CV 4"3 A D 31 {� 1 31 Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /.Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 193 /95 /162 /- /101 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 51 /8 /42 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.004 D - C 64 /62 /28 /- /- /1.5 Des Ld: 37.00 EXP:CMean Height:19.00 ft HORZ(TL):-0.004 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Req= 1.5 TCDL:4.2 psf D Min Brg Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.183 q= Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 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(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) Wind Duration: 18 Plate Type(s):1.60 WAVE VIEW Ver:15.01.01.0402.19 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 29 -110 Value Set:13B(Effective 611/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Chards Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. �'�m�� �'� A� �f ,r r 04 +,, 047 q RFt a _ : �. S TAVE OF 0 '.� SEMAL 0: . 40 01.5A 38 FF'58 81 BO B8 7F 48 00.99'2E 85 FB' This item hus heen eledtroii-uW signed end sealed.ey IAaneel Martinet, 11C.1laJl a21 en tna disc shaven drove Ling a sNA.i auther,[aatlan atidc_ Printed ccfdei of tfis dece?icn arenot canrieeead tired and sealed and thcs�A•-i dLtheniicatlen Eode.nlL'it be varlfkd cci an'irelectmrn- enples **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA)toy safety practices prior to performing these functions. Installers shall provide temporary nor_v bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plater to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to �xjraments,uc drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIITPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www. insLor'SBCA:www.sbcindust .coin:ICC:www.iccsafe.or i S Job Number: 136DCS113 Ply:1 SEQN:746021 1 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 C i 12 6 M O LO N c,� ch 2X4(A1) B 1 A D 5' 1' 5' Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) l CLL: 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 CDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 263 /123 /208 /- 1155 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): NA D 90 /17 /70 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.010 D - C 119 /115 /58 /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL):-0.012 D - Wind reactions based on MWFRS Mean Height:19.50 ft B Min Br Width Re 1.5 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 9 q Soffit: 2.00 BCDL:5.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.329 D Min Brg Width Req= _ Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.182 C Min Brg Width Req= MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber. Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 1 WAVE VIEW Ver:15.01.01.0402.19 Lumber A-B 27 0 B-C 53 -126 Value Set:13B(Effective 6/1/2013)Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#1 Chords Tens.Comp. Lumber value set"13B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. lat � AjAd SAS° OF ;': P� N BEFf ti 401 015A 38 FF 58 81,80. b0 99:2E.&S F.B: inl IFerzi fins�e,En cle[tronlciliy s5�3nec snd scaled,ey N]an:tnlriartlnas, EI,:L,�Ikc:d1T782fen-thaaate sf�Gwnabauc la:ngs SFiT.*.I ' ' aUth<ntv..lt(cn code_ YiiriFi:d et�fesor ibrsdcc4rnentsrs not conslsersd:Ygnee andsesled ardtFcSVA.:autt!entkptinr,s-n7eirilist Lo ycril:c�cn aayale<timru'c. -=eep(es_ "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary anti bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to t!kF{�Sl�BrtlS,6. drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIQ PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,. listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com•TPI:www. inst.or;SBCA:www.sbcindust .com:ICC:www.iccsafe.or I f f Job Number: 136DCS113 Ply:1 SEQN:746020/T25/EJAC 4EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 19 FROM:AH FDRW: Truss Label: EJ7 Wgt:23.8 Ibs / ... 03/30/17 C 12 6 Cl) O to (7 [Y =2X4(A1)B A D 1 7' 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 336 /117 /257 /- /170 /5.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): NA D 127 /21 /102 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.022 D - C 171 /131 /85 /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.031 D - - Wind reactions based on MWFRS Mean Height:20.00 ft Code/Misc Criteria CreepFactor:1.5 B Min Brg Width Req= 1.5 NCBCLL: 10.00 TCDL:4.2 psf Soffit: 2.00 Bldg Code: FBC 2014 RES Max TC CSI: 0.533 D Min Brg Width Req= - BCDL:5.0 psf C Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.368 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: GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 Lumber A-B 27 0 B-C 77 -160 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Chords Tens.Comp. Lumber value set"1313"uses design values B-D 0 0 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. NO 0 71 �. ?% AT ? SERIAL 0; 40 015A 38 FF 50 91130 BB 7F 48 00 99 2E 35 FB MIS item has beer eina luby o5ned and snaleG by Manecl Marnnue, Pr.f�l.idc:ttd7782}en tila-exM shawnabovc e.inR aSNA.;i authentf:aticn code_ ?nntod copies of this do-mant arc not censicerad Ui nee and.sealad ar;d the s«a,a Guth-t7Utlt r Jc Me t be•,ertf,cd-any eleur.rtc cnpiesa "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices poor to performing these functions. Installers shall provide temporary. 7rray bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to �,??{ nt ufs•�c drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,. listing this drawing indicates acceptance of professlonat engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPl 1 Sec.2. For more infarmation see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. insLor;SBCA:www.sbcindust .com;ICC: w Jccsafe.or 4 S Job Number: 136DCS113 Ply:1 SEQN:746027!T31/HIP_ 4EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 3 FROM:AH DRW: Truss Label: CJ7 Wgt:42.0 Ibs / ... 03/30/17 63"12 9'10"1 i f 63"12 3'6"5 D 4.24 12 25053X4 C p v m HB 3 i 2X4(A1)B T y A Li �� =5X6 F E III2X4 67" T1"5 61.1 �- 1'5" 67" } 9'3"5 9.1 c#i 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): 0.014 G 999 240 B 330 /248 /- /- !- /7.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.034 G 999 180 E 389 /222 /- /0 /0 /1.5 BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.004 F - - D 26 /16 /- /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.009 F - - Wind reactions based on MWFRS Mean Height:19.99 ft B Min Br Width Re NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 g q= 1.5 Soffit: 2.00 BCDL:5.0 sf Bldg Code: FBC 2014 RES Max TC CSI: 0.240 E Min Brg Width Req= - p D Min Brg Width Req= - Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.325 Bearing B is a rigid surface.Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.252 Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 Lumber A-B 14 -13 C-D 69 -73 Value Set:13B(Effective 6/1/2013) B-C 403 -645 Top chord 2x4 SP#1 PI P d F Maximum Bot Chord Per bs Bot chord 2x4 SP#1 y(Ibs) Webs 2x4 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"1313"uses design values B-G 598 -356 F-E 0 0 approved 1/30/2013 by ALSC G-F 586 -353 Special Loads � � Maximum Web Forces Per Ply(Ibs) -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) + Webs Tens.Comp. Webs Tens. Comp. TC-From 0 plf at -1.41 to 55 plf at 0.00 �+a .,+,w+ra zw�"••� TC-From 2 If at 0.00 to 2 If at 9.84 + a. P P G-C 289 -63 C-F 427 -709 BC-From 0 plf at -1.41 to 4 plf at 0.00w �° 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 Conc.Load at 1.41 + •. "�+ BC- 103 lb Conc.Load at 4.24 BC- 179 lb Conc.Load at 7.07 , w A Wind Wind loads and reactions based on MWFRS. ,��, SER 4b 015A 38 FF:58 Sf B0 8B:7F 48 00 992E 85_FB n)I item has Geenekc3ranlrzttp's3aneC smd Baled by Manuel,Martiner, E lsl:�uc d471 H71fi?�.the iizM sfv wnabc+rc-z:snga SHA..1 authentY.Sudn mdea_ ➢i'intodcoplezof ih#sdccurnentars not cnnsldcrzd vgnnc and scaled and'FF.2.57lAai autticrdapuiin cddo.mUst be r�criricd on'any dlectranx: I -.cep(as: -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI andSBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary t»i rr bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to 0171ro ejits Gc drawings 160A-Z far standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this r7�awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI: www.t inst.or;SSCA:www.sbcindust .com•ICC:www.iccsafe.or r , t Job Number: 136DCS113 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 Wgt:56.0 Ibs / ... 03/30/17 5'11"8 911"8 511"8 C=4X4 D 1112X4 12 6 1112X4 B N (V 3X4(D1) A -aa E G 1112X4 F 1112X4 1112X4 r 11'6° 5'11"8 i 4' 1'6"8 i 5'11"8 9'11"8 + 11 8 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# 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 /32 /48 /- /14 /138 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.050 G 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.012 G - - A Min Brg Width Req= - EXP:C Des Ld: 37.00 HORZ(TL):-0.015 G - - Bearing A is a rigid surface. Mean Height:21.48 It Code/Misc Criteria Cree Factor:1.5 NCBCLL: 10.00 TCDL:4.2 psf p Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.285 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.205 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 It Rep Factors Used:Yes Max Web CSI: 0.105 A-B 77 -183 C-D 40 -19 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(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 6/1/2013) A-G 216 -55 F-E 223 -57 Top chord 2x4 SP#1 G-F 223 -57 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"138"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC ��l3i►�� B-G 354 -321 D-E 69 -43 Wind yi�� � p�d C-F 161 -118 Member design based on both MWFRS and C&C. �qa p .�+^ A reros.. � eP Right end vertical not exposed to wind pressure. �'a $`�.,•L� >r, Additional Notes See DWG VAL160101014 for valley details. o .04718 � -P STATE OF low . SERIAL#: 40 013A 38 FF 513 8180 BB:7F 48 00 99 2E SS FB Un I:item has trccr.erectronlnttp sf3nec and.scalcE try Ii7anl:ef.lAartlna{,• PF K.tlr.0473 R21..iM dAW shown about L;sag a SNA�l autTcrti.aticnrode. aruduc copies of dais dccement ar�nui censkercd:i8ned andsraled end ehrr.5:A•d antficaitacstltsn xu3�.rnt<st`he uerlf;rsfrzi anyulcctowF2e topics: "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices pnor to performing these functions. Installers shall provide temporary aii tr bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or 810, nin n�re«rs,uc as applicable. Apply places to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. fkefer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more intonation see this job's general notes page and these web sites: ALPINE:www.al ineitw.com'TPI:www.t insLor'SBCA:www.sbcindusl .corn'ICC: www.icesafe.or I Job Number: 136DCS113 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 7'11"8 9'6" 3'11"8 4' C=4X4 I D 1112x4 12 6 p 1112X4 B � N N • lh =3X4(D1) I A � E G12X4 F1112 4 1112 4 g6 _ 3'11"8 4, 3'11"8 T11"8 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in lac L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.009 G 999 240 A' 76 /31 /46 /- /13 /114 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.011 G 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.005 G - - A Min Brg Width Reg= - EXP:C Des Ld: 37.00 Mean Height:21.98 ft HORZ(TL):-0.006 G - Bearing A is a rigid surface. NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.200 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.110 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.095 A-B 63 -160 C-D 43 -20 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: B-C 44 -62 GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 Maximum Bot Chord Forces Per Ply(Ibs) Lumber Chords Tens.Comp, Chords Tens. Comp. Value Set:13B(Effective 6/1/2013) A-G 168 -46 F-E 179 -49 Top chord 2x4 SP#1 G-F 179 -49 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 Lumber value set1 uses design values Webs Tens.Comp. Webs Tens. Comp. by by ALSC Wind � � $Fj B-G 318 -256 D-E 74 -43 �c1' L �+1$A � C-F 181 -131 Member design based on both MWFRS and C&C. 7 Right end vertical not exposed to wind pressure. • 'f ZF �t'i, f' Additional Notes +ate �"a` See DWG VAL160101014 for valley details. 'd 047182 �* +` pr rr, "`�: -STA Al 01 °`a `•4 4 S .* � *•. . % NAIL off 1 f t bi1:'t��� SERIAi.t#: .. 4D:01.5A 38 FF 5B 82,60 BB 7F 48 0099 2E 85 FB thl:«ern TSs beers ekuranlcafty si3nee nndscalce by h7anGel Martinnc, ?F fxL lfc:p47731t en tAiedstesMwnabdveussngaSesA.3 .autricrtt;:atiors<odc_ :Minted copies el this d<ccmenEar�not eentidetxd•r-gne¢and sn�led 'ard tha.vwY+:I autbe ucaunn«dr.rnost h-mrif:cd many elc<tmri: ceA!ns: —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI andSBCA)for safety practices prior to performing these functions. Installers shall provide temporary ;7nki bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to ii?f/itreti�s;ue drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,. listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability . and use of this cawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE: www.ai ineitw.com'TPI:www. inst.or;SBCA:www.sbcindust .com;ICC:www.iccsafe.or ' r' Job Number: 136DCS113 Ply:1 SEQN:746069/T34/VAL 4EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 1 FROM:GM FRW./ Truss Label: V3 Wgt:33.6 Ibs ... 03/30/17 611"8 7'6" 8=4X4 12 6 C 1112X4 T_ N Z-3X4(D1) 1 D E 1112X4 1112X4 7-6„ 611'T 611"8 I T6" 1 Loading Criteria (psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PL"F 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):-0.055 E 999 240 A' 76 /30 /44 /- 112 190.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.067 E 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.016 E - - A Min Brg Width Req= - EXP:C Des Ld: 37.00 HORZ(TL):-0.019E - - Bearing A is a rigid surface. Mean Height:22.48 ft NCBCLL: 10.00 TCDL:4.2 psf Code I Misc Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.355 Maximum Top Chord Forces Per Ply(Ibs). Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.259 Chords Tens.Comp. Chords Tens: Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.076 A-B 64 -63 B-C 43 -16 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 Chords Tens.Comp. Chords Tens. Comp. Lumber A-E 136 -44 E-D 136 -44 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 Maximum Web Forces Per Ply(Ibs) Bot chord 2x4 SP#1 Webs Tens.Comp. Webs Tens. Comp. Webs 2x4 SP#3 Lumber value set"l3B"uses design values B-E 254 -183 C-D 77 -40 approved 1/30/2013 by ALSC Wind $t41, Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. �KA � Additional Notes " See DWG VAL1 601 01 014 for valley details. . NO � 116 ST -y ce � SEMAL A:, 40.015A H FF56 k,B0 B13 7F 48 00 99 2E 85 FB This.Item has beer c4eet{afll[atlp sibneC end S.ealcE by FAan4'el.b3artinut,- Fj�4.lt<.ddr7B2Y en tnniVita shown.abnueringa 51iAe7 ' au[hent3:aticncade_ ?Nntndccgics ci[hasdccvneni src riot censjd�rxd 53�ned and sesled and tFs Ss<A=i yutiicnucatirsn'tr.,do.m�tbss Mcrii;ed eat om/nlc�trarac - •cnpEes: • **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary / rur�v bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly `/ attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details,,unless noted otherwise. Refer to drawings 16DA-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIITPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE: www.al ineitw.com;TPI:www. inst.o ;SBCA:www.sbcindust .com;]CC: www.iccsafe.or Job Number: 136DCS113 Ply:1 SEQN:746071/T36/VAL 14EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 1 FROM:GM DRW: Truss Label: V4 Wgt:25.2 Ibs / ... 03/30/17 3'11"8 56 f- 3'11"8 12 B=4X4 T 6 � C 1112X4 N =3X4(D1) T A TM F (V E 1112X4 Ill2X4 5'6" 3'11"8 1'6"8 311,18 5'6" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or'=PLF TCLL: 20.00 ' Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.019 E 999 240 A' 75 /29 /41 /- /10 /66.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.022 E 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL):-0.006 E - - A Min Brg Width Req= - EXP:C HORZ(TL 0 007 E - - Bearing A is a rigid surface. Des Ld: 37.00 Mean Height:22.98 ft ) NCBCLL: 10.00 TCDL:4.2 psf Code/Mise Criteria Creep Factor:1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.177 Maximum Top Chord Forces Per Ply(Ibs) Load Duration:1.25 MWFRS Parallel Dist:h/2 to h TPI Std: 2007 Max BC CSI: 0.134 Chords Tens.Comp. Chords Tens. Comp. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.057 A-B 47 -40 B-C 46 -16 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi:0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 Chords Tens.Comp. ' Chords Tens. Comp. Lumber A-E 88 -36 E-D 88 -36 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 Maximum Web Forces Per Ply(Ibs) Bat chord 2x4 SP#1 Webs 2x4 SP#3 Webs Tens.Comp. Webs Tens. Comp. Lumber value set"13B"uses design values B-E 192 -133 C-D 84 -41 approved 1/30/2013 by ALSC tb .�Jl t irk Wind �q�� �'AA Member design based on both MWFRS and C&C. �� Additional Notes * 1 .'e . See DWG VAL160101014 for valley details. No 71 low XJft... a STATE OF. 40015A 38:FF 58 81 B0$B•7F 48 0,0 99 2€85 FB rhlc item has near,ekuranlcntty signed anC scale[ny IAanucrlAarttna; "PE IFL.Uc.-d671 s2l an ihr riab-hown abeVe-ing a.SHAA authanb3caticn code_ Pririttic cc�ias of tt;is dcecresent art not censiderad sttinec and;saaled and the Sx*a-;autfimucation iaJcenast La Ncritcd eii anycleetrarrc copies. —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWNG! "IMPORTANT" FURNISH THIS DRAWNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary trnt+ bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or 9erl as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. 12efer to gym{vrir0A,11. drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI9 PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www. instor;SBCA:www.sbcindus .com•ICC:www.icceafe.or i r t n' Job Number: 136DCS113 Ply:1 SEQN:746073/T33/VAL 4EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 1 FROM:GM DRW: Truss Label: V5 Wgt:16.8 Ibs .. / ... 03/30/17 1 1111118 I 31611 i 1'11118 T 116118 l 12 6 B=3X4 3X4(D 1) A =3X4(D1) C 12 2 316n 31611 I_ I 316'1 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/deft L/# Loc R /U /Rw /Rh /RL 1 W TCDL: 7.00 Speed: 160 mph Pf.NA Ce:NA VERT(LL):-0.004 999 240 A' 75 /24 /37 /- /7 /42.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT : 0.005 999 180 (TL) Wind reactions based on MWFRS. BCDL: 10.00 Risk Category:11 Snow Duration:NA HORZ(LL): 0.001 - - A Min Brg Width Req= - EXP:C Des Ld: 37.00 Mean Height:23.48 ft HORZ(TL):-0.001 - - Bearing A is a rigid surface. Code/Misc Criteria Creep Factor:1.5 NCBCLL: 10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.054 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. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 A-B 173 -127 B-C 179 -134 Loc.from endwall:not in 9.00 ft FT/RT:20(0)/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 Chords Tens.Comp. Lumber A-C 123 -129 Value Set:13B(Effective 6/1/2013) Top chord 2x4 SP#1 Bat chord 2x4 SP#1 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Wind %tilllr dr;,j) Member design based on both MWFRS and C&C. 46 . Additional Notes ',n •*•-!! � See DWG VAL160101014 for valley details. `, i tto. 4 .[ Eat A '- STAVE OF. 0 �+',8• �`-'c* .,.`*' Y�t t SER(,0.d. 46.015A M FFSB k,'66 BB 7F 48 00 99 2E'85 F.B tni.ite'n leas Leen eka Icwly stmnee aad..1w by Manuc(Marlinus; j E.1(F lt1.4671821an tile-date Shawn alwwa L_g a Sl A.1 auther W.i€icci code_ 9llJlleGCC¢lCL Or 11Y5 dLCCYiiCfllai4 rIL I GC41SI�2fSd S�j;RICG iE1dS'Trw{Cd" and!{'Y,`5�l^:1 aUth C/Il3Cilfp9t L4dCFr145t b0 NCnfiCd Cfi aN�ClCitf3Y.�, :dapfesa **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!n shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary �inFv bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 610. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to pinix drills.u. drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professionq engineering responsibility solely for the design shown. The suitability and use of this'drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE:www.al ineitw.wm"TPI:www. insto :SBCA:www.sbcindust .com;ICC:www.iccsafe.or ti Job Number: 136DCS113 Ply:1 SEQN:746014/T3/COMN 4EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 2 FROM:AH DRW: Truss Label: L01 Wgt:36.4 Ibs / ... 03/30/17 I 5' I 10, I I` 5' T 5' 1 12 C=4X6 4 T � T to 2X4(A1)B D=2X4(A1) N T t3 A FF E 1112X4 1 11 9.9118 1i'14 rAl I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.013 F 999 240 B 433 /206 /272 /- /79 13.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.029 F 999 180 D 433 /206 /272 /- /- 13.5 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 Reg= 1.5 Mean Height:15.00 ft D Min Br NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 g Width Reg= 1.5 Soffit: 2.00 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 Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.080 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 19 0 C-D 482 -653 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 482 -653 D-E 19 0 Lumber Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#1 B-F 590 -363 F-D 590 -363 Webs 2x4 SP#3 Lumber value set"1313"uses design values Maximum Web Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. Wind ss�tt�tx��r C-F 209 -31 Member design based on both MWFRS and C&C. ,® iv 11y�. + Left and right cantilevers are exposed to wind S` e, 9R}' • $,� 4Q,015A 38.FF SB 81 B0 B 7E 48 00 99 2€'85 Fe: Mi,horn nos Inca.6k rwicaftyzihnad d.scaled ey M1anl.cl!lnartuiey PEI?L.tt[;p473H2ten thedatesh�wnpllaue k^=nga SHA•1 ' autnanricat(cn coda_ . aiuited cepla et thl.icaxaant xc not considered ognaa and'sealed sand thc-5',6Al authenucalmn 046.inustho Nall' us'an%cla�etaFac ' cayfesc **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building 'Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary uric bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or t310, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer tour/;?antii(;uc drawings 160A-Z for standard plate positions. Alpine,a division of ITW BuildingComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,. listing this drawing,indicates acceptance of professlonai engineering responsibility solely for the design shown. The suitability and use of this t7�awing for any structure is the responsibility of the Building Designer per ANSI/TPl 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:uxvw. instor•SBCA:w .sbcindust .com'ICC:www.iccsafe.or r r Job Number: 136DCS113 Ply:1 SEQN:746031/T5/HIPS 4EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 1 FROM:AH DRW: Truss Label: L02 Wgt:44.8 Ibs .. / ... 03/30/17 3' I 7' 10, 3' I 4' 3' 12 4 C=5X6 =$X4 T co =4X4(A2) B E=4X4(A2) 3"15 A Li F HH GG III 2X4 =3X4 1f9'9tt8 1 3'1"12 3'6"12 313118 1 3'1"12 6'8"8 10' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): 0.031 G 999 240 B 635 /268 /- /- /- /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.069 G 999 180 E 635 /268 /- /- /- /3.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.010 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.021 G - - B Min Brg Width Reg= 1.5 Mean Height:15.00 It Code/Misc Criteria CreepFactor:1.5 E Min Brg Width Reg= 1.5 NCBCLL: 10.00 TCDL:4.2 psf Soffit: 2.00 BCDL:5. psf Bldg Code: FBC 2014 RES Max TC CSI: 0.236 Bearings B&E are a rigid surface. Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.325 Rep Factors Used:Yes Max Web CSI: 0.066 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a: ft Loc.from endwawall:Any FTlRT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi:0.18 Plate Type(s): A-B 19 -14 D-E 497 -1334 Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 B-C 496-1342 E-F 19 -14 Lumber C-D 453-1295 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP#1 Webs 2x4 SP#3 B-H 1255 -456 G-E 1248 -457 Lumber value set"13B".uses design values H-G 1278 -454 approved 1/30/2013 by ALSC � giltBliP�f Maximum Web Forces Per Ply(Ibs) Special Loads { ¢ i. Webs Tens.Comp. Webs Tens. Comp. -(Lumber Dur.Fac.=1.25/Plate Dur.Fac.=1.25) ems+ ° TC-From 55 plf at -1.00 to 55 plf at 3.00 .- **<;' ``"_ C-H 168 0 G-D 174 0 TC-From 27 plf at 3.00 to 27 plf at 7.00 ,�"� `; 'rmE ` C-G 17 0 TC-From 55 plf at 7.00 to 55 plf at 11.00 BC-From 4 pif at -1.00 to 4 plf at 0.00 ICJ 4 ) BC-From 20 plf at 0.00 to 20 plf at 3.03 , ! BC-From 10 plf at 3.03 to 10 plf at 6.97 e BC-From 20 plf at 6.97 to 20 plf at 10.00 ". BC-From 4 plf at 10.00 to 4 plf at 11.00 .•. s TC- 100 lb Conc.Load at 3.03,6.97 TC- 63 lb Conc.Load at 5.00 S TA .IE OF "J :R , BC- 120 lb Conc.Load at 3.03,6.97 "w '+ BC- 50lb Conc.Load at 5.00 �"v . Wind Wind loads and reactions based on MWFRS. A Left and right cantilevers are exposed to wind SERIAL 0: 4.0 015A 38 FF 59 h B0 5B.7F 48 00 99 2E 85:FB This itnm hSs trCcn CIc[nnnlniry.,y^ynec and;ealc[ey.lAanuel,li'artin¢q PE iA.tk;n473a2 ten the date shown atwve cs ng a SHAKl au[henCka€Icn code_ Yr7nt06 ccpics of tlra dcc Men t art;rtui censipered sign,cc and salad and thc Svi-:iutficnusaHan,sndC.Ynn5t Ln end/i=•d rri arv/elcctinrac ccplasc -WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporaryry rrni v bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,87 or t as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to nmj V11t'i1lS do drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSaPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional 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 ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.wm'TPI:www. inst.or•SBCA:www.sbcindus .cam:ICC: www.iccsafe.or y Job Number: 136DCS113 Ply:1 SEQN:622339/T1/SPEC 4EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 9 FROM:AH DRW: Truss Label: M1 Wgt:25.2 Ibs / ... 03/30/17 12 �4X4C 4 T f.n ao r- `" =2X6 D 2X4(A1)B N T A 1112X4 E 5'8"8 1' 5t8"8 3 Loading Criteria (pso Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.023 E 999 240 B 293 /126 /218 /- /101 /8.0 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): 0.030 E 999 180 D 214 /114 /137 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.009 E - - Wind reactions based on MWFRS Des Ld: 37.00 EXP:C HORZ(TL): 0.012E - - B Min Brg Width Req= 1.5 g Width Re = Mean Height:15.00 ft q NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 D Min Br 1.5 TCDL:4.2 psf MWFRS Parallel Dist:0 to h/2 P Bearings B&D are a rigid surface. Soffit: 2.00 BCDL:5.0 sf Bldg Cade: FBC 2014 RES Max TC CSI: 0.373 g g Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.209 Bearing B requires a seat plate. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.325 d Forces Per Ply(Ibs) p Chord Loc.from endwall:Any FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Maximum Top Tens.Comp.hor Chords Tens. Comp. GCpi:0.18 Plate Type(s): Wind Duration:1.60 WAVE VIEW Ver:16.01.01 B.0614.20 A-B 19 0 B-C 52 -131 Lumber Value Set:13B(Effective 611/2013) Maximum Bot Chord Forces Per Ply(Ibs) Top chord 2x4 SP#1 Chords Tens.Comp. Bot chord 2x4 SP#1 B-E 90 -178 Webs 2x4 SP#3 :Rt Bearing Leg 2x4 SP#3: Maximum Web Forces Per Ply(Ibs) Lumber value set"138"uses design values approved 1/30/2013 by ALSC Webs Tens.Comp. Webs Tens. Comp. Wind. q�y�pp���wMA eR� D-E 102 36 C-D 1340 640 Member design based on both MWFRS and C&C. ' ,� �"" , r&; T AAA SERIAL#.- 4D.015A 38 FF:SBBI B0:8B 7F 48 0U 99 2E85 FB:, 7hL hart hSs deco etemonfra'rrp simnnd nn6tcaled dp k am,ef tnartlnet; c t:i.,�-uc tIG77 a7 h'ecr,tha wtc 3hap+nnbaue 4.ing.a StfAri'.•. .-. ... autf eritrznticn code._ ?iintec,ceptez of tfs:dccunent;vc not canrleersd ilgnnd and:sra{dd ard,thc5 *&iut enixattdn tadimtrstfie aarlfce or..'Y:Aectranic: -cepfess. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporaryry of/; bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly Y attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, J: as applicable. Apply Oates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingg�Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professlonai engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.wm;TPI:www. instor•SBCA:www.sbcindust .corn•ICC:www.iccsafe.or t , r Job Number: 136DCS113 Ply:1 SEQN:746026/T11/GABL 4EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 1 FROM:AH DRW: Truss Label: MGE Wgt:28.0 Ibs / ... 03/30/17 3' S' 5-1 0"� 2 3' {" 2' t0„4'il E 12 p T 4 f") [V t` 2X4(A1)B A FI 1 H r12i 5'3"4 Ai 1, 3' 2' 10"4 i T 3' i 5' T 5 41; 2 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(lbs),or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL):-0.001 H 999 240 B 114 /76 /103 /- /101 /1.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):-0.001 H 999 180 B 77 /45 /61 /- /- /14.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL):-0.001 D - - 1' 67 /36 /46 /- /- 156.0 Des Ld: 37.00 EXP:C HORZ(TL):-0.001 D - - Wind reactions based on MWFRS Mean Height:15.00 ft B Min Brg Width Re = 1.5 NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor:1.5 q Soffit: 2.00 BCDL:5. psf Bldg Code: FBC 2014 RES Max TC CSI: 0.145 B Min Brg Width Req= 1.5 Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.033 B Min Brg Width Req= Bearings B,B,&B are a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.066 Bearings B,B,&B require a seat plate. Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber. GCpi:0.18 Plate Type(s): Maximum Top Chord Forces Per Ply(Ibs) Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 19 0 C-D 13 -99 Value Set:13B(Effective 611/2013) B-C 12 -179 D-E 6 -19 Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Webs 2x4 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"1313"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC B-H 8 -20 G-F 0 -1 �441111?f H-G 3 -7 Plating Notes ��1 ly�yk`je� All plates are 2X4 except as noted. ,�. �3 `t # , Maximum Gable Forces Per Ply(Ibs) Loading '•• ++ +*"� Gables Tens.Comp. Gables Tens. Comp. Gable end supports 8"max rake overhang.Top ' •`« C-H 271 -124 E-F 48 -18 chord must not be cut or notched. ; (' ` °� D-G 252 87 � • Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. STATE OF YY4*7 Additional Notes •,• •: Uft— See DWGS A16015ENC101014&GBLLETIN1014 for tom, t t ){ .• `` '+ gable wind bracing requirements. ��r +�'`®• . Anchorage chorage req'd to prevent truss from slipping offs -SON ` be SERA.#. .. 40 01 SA 38 FF 5B 81>13O 88 7F 48 00 99 2E 85 FB Ihls item has Wean eVearonlcatty s[anee ans!ocoleE Gy lfanuel-lJ7artNaa, F.)�l..-lK:nd77a7!e[Fifia daMshgwnabouc hsngasHf,.i '` au[hentkatldn code_ ?ankea copiez of rlsdc<s:rnent srx not considemd ugnec and sued ar,d the 5tia-i autficnucptlon;sodoinu:st be aaril;^d�;any dln<trmsx{c ccpfar —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary 111ry bracing per BCSL Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to 1 m1 : 1rt{trs,ar drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes pag e and these web sites:ALPINE:www.al ineitw.wrn;TPI:www. instor:SBCA:www.sbcindust .com:ICC:www.iccsafe.or Job Number: 136DCS113 Ply: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 Wgt:11.2lbs ! ... 03/30/17 12 4 C 2X4(A1) B c— r -T- A D � 1 1t 1i Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Lac R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pt.NA Ce:NA VERT(LL): NA B 132 /100 /131 /- /30 /3.5 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL):NA D 12 /10 /19 /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.000 D C 3 /20 /22 /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.000 D Wind reactions based on MWFRS Mean Height:15.00 ft NCBCLL: 10.00 TCDL:4.2 psf Code/Misc Criteria Creep Factor.1.5 B Min Big Width Reg= 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.160 D Min Brg Width Req= - Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.016 C Min Big Width Reg= MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 Lumber A-B 17 0 B-C 16 -7 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(lbs) Top chord 2x4 SP#1 Bot chord 2x4 SP#1 Chords Tens.Comp. Lumber value set"l38"uses design values B-D 0 0 approved 1/30/2013 by ALSC Wind 1f��� Member design based on both MWFRS and C&C. g Left cantilever is exposed to windip°�®` }` a. ` ��+ 6 0 ' ..� ''40 A.W. '.g& YY Y • all. y✓#'� :. SERA.# 46 OS 5A 38 FF:58 8f B0:BB,7F 48 00 99 2E 95 FB This Rem has been c{erironlntry s{y,nnC snd scaled by mancef Martines, E lxi;ltc a4rj v loathe eaGe sho.r.Avue sasng a sm,i -authnntY.aticn node. i14t.6 copies of ihu dccs:mnnt a'e not censidetxd siar,ed and xealad and the SxAaI iutfienticatian raJu enLst be Mdrdcd ce anyelnotmric cop(ai:` "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingg shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary ,Triy bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, �.. as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. Nefer to t'xjk7tierilswz drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIQ PI 1,or for handling shippin ,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.ai ineitw.com•TPI:www. instor;SBCA:www.sbcindus .com;ICC:www.iccsafe.or f a Job Number: 136DCS113 Ply:1 SEQN:746024/T8/EJAC 4EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 3 FROM:AH DRW: Truss Label: EJ3L Wit 12.6 Ibs .. / ... 03/30/17 4 12 C I) T 2X4(A1) B ti A D 31 31 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160 mph Pf:NA Ce:NA VERT(LL): NA B 187 186 /149 /- /57 /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 63 143 /26 /- /- /1.5 EXP:C HORZ L 0 004 D Wind reactions based on MWFRS Des Ld: 37.00 Mean Height:15.00 ft ) NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 B Min Brg Width Reg= 1.5 TCDL: . Width Reg= - Soffit: 2.00 BCDL:5.0 psf D Min Brg sf Bldg Cade: FBC 2014 RES Max TC CSI: 0.159 P Load Duration:1.25 MWFRS Parallel Dist:0 to h/2 TPI Std: 2007 Max BC CSI: 0.077 C Min Brg Width Req= - Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 Lumber A-B 19 0 B-C 20 -62 Value Set:13B(Effective 6/1/2013) Maximum Bot Chord Forces Per Ply(Ibs) Tap chord 2x4 SP#1 Bot chord 2x4 SP#1 Chards Tens.Comp. Lumber value set"l3B"uses design values B-D 0 0 approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. � MA p� Left cantilever is exposed to windq, w• u �tp;" * 1 a "A€' F .. r � .� 40:01:5A 38 FF 5B S1 BO BB.7F 48 00 99:2E'85 FB 3111.item has teen eiectiontcatty sig�ad end seaiee Cy.Manuct//artinai; ?EI>'L,�lic:g477821 enthd:daMsh6wnabgvcw�snga SHA•3 authcn?Y.aitcn cads_ vented ecpics of thas dciument sr�nut cnndd�ratl sijned and.-1td and th e5w4ai autt entgauan codo.nust Sd Vartr;cd m any cicc mnk ccp!ass "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWNG TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary ;urrw bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply Oates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (Refer to nrrr{urert s,4: drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page._ listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:waiw.al ineitw.com;TPI:www. inst.or:SBCA: www.sbcindust .com:ICC: wwwJ=afe.or Job Number: 136DCS113 Ply:1 SEQN:746028/T7/HIP_ 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 12 2.83 C 1 2X4(A1) B 3+5 A D �- 1'5" 4'2"3 412113 Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 7.00 Speed: 160mph Pf:NA Ce:NA VERT(LL): NA B 147 /68 /- /- /- /4.9 BCLL: 0.00 Enclosure:Closed Lu:NA Cs:NA VERT(TL): NA D 70 /3 /- /- /- /1.5 BCDL: 10.00 Risk Category:II Snow Duration:NA HORZ(LL): 0.001 D - C 36 /4 /- /- /- /1.5 Des Ld: 37.00 EXP:C HORZ(TL): 0.005 D - - Wind reactions based on MWFRS Mean Height:15.00 ft B Min Br Width Re NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 g q= 1.5 TCDL:4.2 psf D Min Brg Width Re Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.083 q= Load Duration:1.25 TPI Std: 2007 Max BC CSI: 0.111 C Min Brg Width Req= MWFRS Parallel Dist:0 to h/2 Bearing B is a rigid surface. Spacing:24.0" C&C Dist a:3.00 ft Rep Factors Used:Yes Max Web CSI: 0.000 Loc.from endwall:Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply(Ibs) GCpi:0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:15.01.01.0402.19 Lumber A-B 9 -7 B-C 8 -2 Value Set:13B(Effective 6/1/2013)Top chord 2x4 SP#1 Maximum Bot Chord Forces Per Ply(Ibs) Bot chord 2x4 SP#1 Chords Tens.Comp. Lumber value set"1313"uses design values B-D 0 0 approved 1/30/2013 by ALSC Special Loads -(Lumber DucFac.=1.25/Plate DucFac.=1.25) TC-From 0 pif at -1.41 to 54 plf at 0.00 TC-From 2 plf at 0.00 to 2 plf at 4.18 ." °� `■r �p BC-From 0 plf at -1.41 to 4 plf at 0.00 BC-From 2 plf at 0.00 to 2 plf at 4.18 TC- 5 Ib Conc.Load at 1.41 BC- 241b Conc.Load at 1.41 ' •„'" NO 47o Wind ""• Wind loads and reactions based on MWFRS. OF- ,roe SER1AV RI.;:... . 4D 015A 38 Ff 5B 8S B0 SB 7F 48 0..0 99 2E 95.F€} Mmitemhasbcenelcaron ad-d. jw by Man elvMartines, ErL:uI 087782!Cn inn date shgwna6Auo l.Snga5NAa7 - ' authent4sStlan iede. D-kad copiesof this dcccxnent ars not centlderxdup.a-fl,alad and tFc Swi«i auMcntuatian;aaan.rtut Ito vcrlfiad'oc any aleetranic capie. "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWNG! "IMPORTANT" FURNISH THIS DRAW NG TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI an c7 SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporaryry rini tr bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, nm ?1/e r1L,uc as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to f drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI4 PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professlona� engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites:ALPINE:www.al ineitw.com'TPI:www.t inst.or;SBCA:www.sbcindust .com'ICC:www.iccsafe.or l i Job Number: 136DCS113 Ply:1 SEQN:622342/T41/SY42 4EF6-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Q : 1 FROM:AH DRW: Truss Label: FT1 Wgt:109.2 Ibs Page 1 of 2 .. / ... 03/30/17 6"44, 1'4" (TYP) =2X4 W=3X4 =2X4 AL A B C D E F G H I J K L M N 0 P Q R V =2X4A AK AJ AI AH AG AF AE AD AC AB AA Z Y X W V U W=3X4 � 19'11"8 r 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 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 /- /- /- /- /239 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 P 999 240 AK Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 R - - Bearing AK is a rigid surface. Des Ld: 55.00 EXP:NA Mean Height:NA ft HORZ(TL): 0.001 R - - NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) TCDL:NA psf BldgCode: FBC 2014 RES Max TC CSI: 0.077 Chords Tens.Comp. Chords Tens. Coin Soffit: 0.00 gCDL:NA psf p' p' Load Duration:1..00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.018 A-B 1 0 J-K 1 0 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.032 B-C 1 0 K-L 1 0 Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber. C-D 1 0 L-M 1 0 I:NA GCpi:NA Plate Type(s): D-E 1 0 M-N 1 0 Wind Duration:NA WAVE VIEW Ver:16.01.D1 B.0614.20 E-F 1 0 N-0 1 0 Lumber F-G 1 0 0-P 1 0 G-H 1 0 P-Q 1 0 Value Set:13B(Effective 611/2013) H-I 1 0 Q-R 1 0 Top chord 4x2 SP#1 1-1 1 0 Bot chord 4x2 SP#1 Webs 4x2 SP#3 Lumber value set"13B"uses design values Maximum Chord Forces Per Ply(Ibs) approved 1/30/2013 byALSC Chords Tens.Comp. Chords Tens. Comp. 4� "� ' � AK-AJ 0 -1 AB-AA 0 -1 Bracing , �F� AJ-AI 0 -1 AA-Z 0 -1 Sheathing is required for any longitudinal(drag) � AI-AH 0 -1 Z-Y 0 -1 forces.All connections to be designed by the building *�"R '•"',�s ��, AH-AG 0 -1 Y-X 0 -1 designer. m Y t3• s ` I +� e; i �•� �,+ 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 ' }{ r a 1 8 � AE-AD 0 1 V-U 0 1 Plating Notes AD-AC 0 -1 U-T 0 -1 All plates are 2X4 except as noted. AC-AB 0 -1 Additional Notes Maximum Web Forces Per PI .• ( ' TAT 0 F Y(Ibs ) Webs are square cut except dbl diagonals or as 4 Webs Tens.Comp. Webs Tens. Comp. otherwise shown. �� ••w �:" * "� AL-AM 0 -2 R-T 0 -4 Truss must be installed as shown with top chord up. `A" * t; A-AK 0 -5 T-S 0 -7 '0. f3t3$it #� Maximum Gable Forces Per Ply(Ibs) 1i $ Gables Tens.Comp. Gables Tens. Comp. 4601.5A 38 FF 58 61 B0 BB17F 48 00 99 2E 85 FI3 B-AJ 0 -107 J-AA 0 -133 .tnls item fiSs mcer.ekaremcuiy synedmnd ssalcc oy b;ancl trartinec, C-AI 0 -139 L-Z 0 -133 PE FL.ic:dd7191Yenticc�ne;hawnatwvec ngaSHn•1 auttirntt:atiensoda D-AH 0 -132 M-Y 0 -133 E-AG 0 -134 N-X 0 -134 9nnted ccpieanr[Mis dturnen(arcmet censiecrad:ignee and srskd F-AF 0 -133 O-W 0 -132 .ar;d G-AE 0 -133 P-V 0 -139 cnpie:.. 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 require extreme care in fabricating,handling shipping,installing and bracing..Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply prates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Pefer to or+i1wPen .ue drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI:www.t inst.or'SBCA: www.sbcindust .com;ICC: w .iccsafe.or � Y bob Number: 136DCS113 Ply:1 SEQN:622342/T41/SY42 4EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 1 FROM:AH DRW: ;Truss Label: FT1 Wgt:109.2 Ibs Page 2 of 2 / ... 03/30/17 I-AB 0 -133 i • im i d •wo, STATE .'>!aM_.• Y' ?�pk.:.mod. SER}§ 40.015A 38 FF-SB:Sf B0 BB,7F.4S 00 99 2E$5FB:_ ihl:itemnSs�cen etecugalol3y stiaped and waled ey lAanuclVMartipec +'C til.lfc:pdT33I l.en tDc date ihcrvn alr4ve wviga5}iA=1 - '- authent4 S11nn cede.. . Piirited copies of tlus dcc-t are net candderad:rjjnee and andthesxn':iSutiicntsatilrn iodcinust 6o vctllcd cn airydlpttianlc' copies: —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI andSBCA) r safety practices prior to performing these functions. Installers shall provide temporary nrry bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, �m a/�rdlr as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. �efer to f' drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Far more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www.t inst.or;SBCA:www.sbcindust .com;ICC:www.iccssfe.or Job Number: 136DCS113 Ply:1 SEQN:622347/T38/SY42 4EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 5 FROM:AH FDR :Truss Label: FT2 Wgt:142.8 Ibs / ... 03/30/17 91`� 12 1- 7'3"8 9'3"8 4 19111"8 7,3"8 2, 'l 10'5"12 ,3 1'3--i 7 4 I_ I I- �I �I 3„1-zT3„1�l 1f`�1 f�3„12T3„1 _I �----I 1112X4 1112X6 =5X6 -2X4 =2X4 1112X4 1116XB W=3X4 =3X4 1112X4 III2X4 A B C D E F G H I J K L M N O P T f8 AD1.I I I 1 (Q 8 =2X4AE + AAZ X W V U AC AB -X8Y III5X6 =5X8 =4X4 T S R W=3X4 19'11"8 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf.NA Ce:NA VERT(LL): 0.379 H 616 360 AC 1084 /- /- /- /- /7.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TQ: 0.593 H 394 240 R 1085 /- /- /- /- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.049 R - - AC Min Brg Width Reg= 1.5 Des Ld: 55.00 EXP:NA Mean Height:NA ft HORZ(TL): 0.076 R - - R Min Brg Width Reg= 1.3 Code/Misc Criteria CreepFactor:1.5 Bearings AC&R are a rigid surface. NCBCLL: 10.00 TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.534 Bearing AC requires a seat plate. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.712 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.658 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 1 0 1-1 0 -4604 Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 B-C 0-1891 J-K 0 0 Lumber C-D 0-3329 J-L 0 -4086 D-F 0-3329 L-M 0 -3305 Value Set:13B(Effective 611/2013) E-F 0 0 M-N 0 -3305 Top chord 4x2 SP#1 F-G 0-4618 N-O 0 -1896 Bot chord 4x2 SP#1 G-H 0-4624 O-P 1 0 Webs 4x2 SP#3 H-I 0-4612 Lumber value set"l3B"uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(Ibs) Plating Notes ;t�iit7#ddPop�F Chords Tens.Comp. Chords Tens. Comp. All plates are 4X6 except as noted. a��� ►+ AC-AB 1059 0 W-V 4392 0 AB-Z 2708 0 V-U 0 0 Camber + f'' �'* AA-Z 0 0 V-T 3809 0 Max JT VERT DEFL:LL:0.38"DL:0.26".See detail `p" Z-Y 4034 0 T-S 2700 0 DEFLCAMB1014 for camber recommendations. $.{t047182 Y-X 4034 0 S-R 1061 0 g e X-W 4624 0 Additional Notes +2x6 continuous strongback.See detail Maximum Web Forces Per Ply(Ibs) STRBRIBR1014 for bracing and bridging rX Webs Tens.Comp. Webs Tens. Coin recommendations. � •„ i'��tT OF P� Webs are square cut except dbl diagonals or as 1r ;";+.od` �*"a AD-AE 0 -3 W-J 621 -66 otherwise shown. m+ 0 [At to Q \ A-AC 0 -41 J-V 0 -425 Truss must be installed as shown with top chord up. ;.* % B- 1474 386 0 B 1157 L-T -68 AB-C 0-1136 M-T 0 -79 rttt � C-Z 844 0 T-N 822 0 SERIAL D-Z 0 -89 N-S 0 -1119 40015A38FF5B81BO13137F4800992E35F8 0 -O 1161 Z-F 0 -959 S This item nos trees c4crzranirsiig:r�;ned and se Il d t w Man-]mxtinv'. F-X 1381 0 -R 1 -147 ?E IxL.tic.04Ti fQ 1 cri tnc eats shown atwvc Using a SHA*1 autnemi:aticn<ado_ X-G 0 -918 P-R 0 -40 H-W 0 -326 -R-Q 0 -7 t'f1lItCG e[41IC5 Cr tits de<Lr11Cn[SIC stet CCnfICClCtl'11jnCC]rid s:C4ICd and thcs a•.a authent"ticm cede Host Le"erifk-d on any electmr-- ccpEns. "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,handlingshipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary �rtrzrr bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10. as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. f�efer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIfTPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page_. listing this drawing indicates acceptance of professlonat engineering responsibility solely for the design shown. The suitablllty and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t inst.or'SBCA:www.sbcindust .com'ICC:www.icesefe.or � A Job Number. 136DCS113 Ply:1 SEQN:622350/T29 I 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 I ... 03/30/17 7'3"8 9'3"8 9i�"12 16'2"8 1 f 7'3"8 T 2 ,4 6'8"12 1,3„'i {' "{ 131 �'{ { '{ 1'3"12 1'3"12 1712 1,3„ III2X4 1112X4 =4X4 III2X4 1113X4 1112X4 =4X4 1112X4 A B C D E F G H I J K T V L=2X4 v - =2X4 1 aka 7= U T S R Q P O SZ4 =4X4 =3X6 III3X4 1114X4 =3X6 W=H0308 16'2"8 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R I/U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf.NA Ce:NA VERT(LL): 0.185 F 999 360 U 878 /- /- /- /- /7.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.307 F 613 240 M 879 /- /- /- /- /3.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.032 B - - U Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NA Mean Height:NA ft HORZ(TL): 0.056 B - - M Min Brg Width Req= 1.3 NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 Bearings U&M are a rigid surface. TCDL:NA psf Bearing U requires seat late. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.582 a q p Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.743 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.412 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 1 0 F-G 0 -2762 Wind Duration:NA WAVE,HS VIEW Ver:16.01.01 B.0614.20 B-C 0-1470 G-H 0 -2442 Lumber C-D 0-2451 H-1 0 -2442 D-E 0-2451 1-J 0 -1471 Value Set:13B(Effective 6/1/2013) E-F 0-2756 J-K 1 0 Top chord 4x2 SP#1 Bot chord 4x2 SP#1 Webs 42 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Lumber value set"1313"uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC U-T 848 0 Q-P 2762 0 Plating Notes T-S 2064 0 P-O 2760 0 All plates are 4X6 except as noted. Fr � R-Q 2699 0 NO-M 2848 0 Additional Notes Maximum Web Forces Per Ply(Ibs) +2x6 continuous strongback.See detail Webs Tens.Comp. Webs Tens. Comp. STRBRIBR1014 for bracing and bridging . d recommendations. 4. V-W 0 -3 P-G 145 -70 Webs are square cut except db1 diagonals or as A-U 0 -41 G-O 0 -648 otherwise shown. +' " U-B 0-1181 H-O 96 -135 -�, � � +a Truss must be installed as shown with top chord up. B-T 864 0 0-1 515 0 �, . . �.i TS :0,F #;px, .. T-C 0 -827 I-N 0 -824 C-S 527 0 N-J 866 0 D-S 0 -98 J-M 0 -1181 71r, �" r .�u r*' ' -qk' S-E 0 -419 K-M 0 -40 11 4 E_ 57 -321 Q 4 M-L 0 -7 Q SERIAL# ,. 4f7 015A 38 FF:SB 82•BO$B,7F 48 00 99 2E 85 FB ISili IEGRy fink b¢CR clea[amlcsfty%-'"a Intl:c 1.,d by 1AatwsrfA.,nl-'{ PE tiL,;lic pdr183tr:n.tnc date shawnabovo w.9nga5HR,•i autrientiimcts cnac. . ,Pisntod cepick of ii•,is duurnent are riot conslcerxtl sdns:aands-calesl andthcS?t'Axi'aatficntliallan'cedumust be venf:co an arvr ele<traris: cePresa "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary aiity bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Nefer to drawings 160A-Z far standard plate positions. Alpine,a division of ITW Build in Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:v w .t inst.er;SBCA:www.sbcindus .com:ICC: wJccsafe.or 4 t Job Number: 136DCS113 Ply:1 SEQN:622358r/T27!SY42 4EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 3 FROM:DJH [DRW: Truss Label: FT4 Wgt:142.8 Ibs ! ... 03/30/17 9' "12 7,3"8 9,3„8 20' I 7,3„$ 2, I 10,6„4 1-3"'� 1'3„1� 1'3„12 I III2X4 1112X6 =5X6 =2X4 =2X4 1112X4 1116XB W=3X4 =3X4 1112X4 1112X4 A B C D E F G H 1 J K L M N 0 P T 3=8 AD Q V _ =2X4AE 88 X W V U AC W!�AB AA SX8 Y III5X6 =5X8 =4X4 T S W=3X4 20' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in lac L/defl L/# Loc R /U /Rw /Rh !RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.382 H 612 360 AC 1086 /- /- /- /- /7.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.597 H 391 240 R 1088 !- /- /- /- /4.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.049 R - - AC Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NAHORZ(TL): 0.076 R - - R Min Brg Width Req= 1.3 Mean Height:NA ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 Bearings AC&R are a rigid surface. TCDL:NA psf a Bearing AC requires seat late. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.540 q p 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 FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 1 0 1-1 0 -4623 Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 B-C 0-1896 J-K 0 0 Lumber C-D 0-3337 J-L 0 -4100 Value Set:13B(Effective 6/1/2013) D-F 0-3337 L-M 0 -3315 E-F 0 0 M-N 0 -3315 Top chord 4x2 SP#1 F-G 0-4636 N-0 0 -1901 Bot chord 42 SP#1 G-H 0-4642 O-P 1 0 Webs 42 SP#3 H-I 0-4630 Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Maximum Sot Chord Forces Per Ply(Ibs) Plating Notes �t�f�4iEe� l¢ p�� Chords Tens.Comp. Chords Tens. Comp. All plates are 4X6 except as noted. `�*` ^& '"� #� AC-AB 1061 0 W-V 4408 0 etc ' •*„ fr AB-Z 2714 0 V-U 0 0 Camber » , '�I . .� ja''"d y� AA-Z 0 0 V-T 3821 0 Max JT VERT DEFL:LL:0.38"DL:0.26".See detail " .' Z-Y 4048 0 T-S 2707 0 DEFLCAMB1014 for camber recommendations. o 04718 � �. Y-X 4048 0 S-R 1063 0 X-W 4642 0 Additional Notes Via. +2x6 continuous strongback.See detail - Maximum Web Forces Per Ply(Ibs) STRBRIBR1014 for bracing and bridging Webs Tens.Comp. Webs Tens. Comp'recommendations. •`. STATE O�- Webs are square cut except dbl diagonals or as �� AD-AE 0 -3 W-J 622 -67 otherwise shown. `+� • Q .•' A-AC 0 -42 J-V 0 -427 Truss must be installed as shown with top chord up. C, AC-B 0-1477 V-L 389 0 f7t �9� �` � B-AB 1161 0 L-T 0 -688 r� 7 ,g td 4d�.f AB-C 0-1138 M-T 0 -79 SERA#. C-Z 846 0 T-N 825 0 40 015A 38:FF 51381 B0 SB 7F 48 00 99 2E85.F8 D-Z 0 89 N-S 0 -1122 Z-F 0 -966 S-0 1165 0 MIS Itemhasnear,ebcsrC!9IM Fs,13 ndand—Ind by#damsel MA rtine✓;, F-X 1391 0 O-R 0 -1480 Pr.fpt..ilc.n473IS7 t an the date shown abnac Lang a 5HA,.2 auenenti:aticn wde, X-G 0 -924 P-R 0 -40 H-W 0 -321 R-Q 0 -7 ?ruaea ccpiez dl this dc<crnent arc r¢n censlderzd:ignee andsealed and thc.3-,v` anthenucation wdomusthe,ierifed n.anyelectrani. capies. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary in eV bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, .. as applicable. Apply plates to each face of truss and position as shown above and on the Joint-Details, unless noted otherwise. defer to z?ni{.rolrer(s,-uc drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE: www.al ineitw.com'TPI:www. inst.or;SBCA:www.sbcindust .com;ICC:vNm.iccsafe.or Job Number: 136DCS113 Ply:1 SEQN:622362 I 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 98 ' I 7'3"8 I 9'3"8 l 20 1 ---� (` 7'3"8 2 r 10'6"8 1,3."1� �3"1� r i III2X4 1112X6 W=3X4 =2X4 =2X4 1112X4 1116X8 1116X6 =5X6 =3X4 1112X4 1112X4 AD A B C ID F G H I J K L M N O P 3.8—� Q =2X4AE =in 1 3"a X W V U AC AB SX8 Y 1116X6 =SXB =4X4 T S R W=3X4 20"" Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.389 H 604 360 AC 1091 /- /- /- /- /7.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.608 H 386 240 R 1092 /- /- /- /- /5.5 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): 0.077 R R Min Brg Width Req= 1.3 Mean Height:NA ft Bearings AC&R are a rigid NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 gid surface. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.541 Bearing AC requires a seat plate. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Sid: 2007 Max BC CSI: 0.729 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.675 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 1 0 1-1 0 -4663 Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 B-C 0-1906 J-K 0 0 Lumber C-D 0-3354' J-L 0 -4129 D-F 0-3354 L-M 0 -3334 i Value Set:13B(Effective 6/1/2013) E-F 0 0 M-N 0 -3334 Top chord 4x2 SP#1 F-G 0-4673 N-O 0 -1910 Bot chord 4x2 SP#1 G-H 0-4679 O-P 1 0 Webs 4x2 SP#3 H-I 0-4667 Lumber value set"13B"uses design values approved 1/30/2013 by ALSC Maximum Bot Chord Forces Per Ply(Ibs) Plating Notes �$�1111. �y# 8{ Chords Tens.Comp. Chords Tens. Comp. All plates are 4X6 except as noted. Ear AC-AB 1066 0 W-V 4439 0 Camber �,1� ` � +"* 441 *" AB-Z 2728 0 V-U 0 0 "�.;"E **� Rio AA-Z 0 0 V-T 3846 0 ft Max JT VERT DEFL:LL:0.39"DL:0.27".See detail * ' `• Z-Y 4076 0 T-S 2722 0 DEFLCAMB1014 for camber recommendations. ': Nor o4.7 82 s Y-X 4073 0 S-R 1068 0 * a X-W 4679 0 Additional Notes `` +2x6 continuous strongback.See detail . STRBRIBR1014 for bracing and bridging " Maximum Web Forces Per Ply(Ibs) recommendations. STATE OF Webs Tens.Comp. Webs Tens. Comp. " Webs are square cut except dbl diagonals or as "o. try .' AD-AE 0 -3 W-J 629 -63 otherwise shown. » } t` k * A-AC 0 -42 J-V 0 -431 � r*F. ° Truss must be installed as shown with top chord up. °'�*, ycc:" �y'* AC-B 0-1484 V-L 394 0B-AB 1168 0 L-T 0 -696 AB-C 0-1143 M-T 0 -78 #, C-Z 851 0 T-N 832 0 4Ut715A38FF-5681BQBB7F480O992E85fB D-Z 0 -89- N-S 0 -1129 Z-F 0 -978 S-O 1171 0 .Thl:!temhasbcert elearanl.at3y:(ync¢-and scaledbq . ) ol .asaawvc�snaHPA. 1Martinez, ?E n F-X 1418 0 Q-R 0 -1487 'autA.nut tim'sod._ X-G 0 -944 P-R 0 -40 H-W 0 -80 R-Q 0 -7 riiritna ccgk¢cl[hiz dcu:rnent am not censldcrad:idnee and sealed H-W 0 -240 '' and gheS-vi*?anthert aHun mGc mmt b.—if4dnn anyxleetr Aie: 'copies "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing.,Refer to and follow the latest edition of BCSI(Building Component Safety Information,b TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary bracingper BCSI.Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, n�; ve nr xrlre,ts t c as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. hefer to drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildingq Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com'TPI:www.t inst.or;SBCA:www.sbcindust .com'ICC: vmw.iccsafe.or t , Job Number: 136DCS113 Ply:1 SEQN:622365/T4/SY42 4EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 1 FROM:DJH DRW: Truss Label: FT6 Wgt:109.2 Ibs Page 1 of 2 .. / ... 03/30/17 7+V4" (TYP) =2X4 W=3X4 =2X4 T spa AL A B C D E F G H I J K L M N O P Q R _ S "v =2X4A 3�'8 4 it it ri I AK AJ AI AH AG AF AE AD AC AB AA Z Y X W V U W=3X4 20'1 20T- 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 Ioc 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 /- /- /- /- /241 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TQ: 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 HORZ(TL): 0.001 R - - Mean Height:NA ft Code/Misc Criteria CreepFactor:1.5 Maximum To Chord Forces Per PI Ibs NCBCLL: 10.00 TCDL:NA psf p y(Ibs) 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 ft Rep Factors Used:Yes Max Web CSI: 0.032 B-C 1 0 K-L 1 0 Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: C-D. 1 0 L-M 1 0 1:NA GCpi:NA Plate Type(s): D-E 1 0 M-N 1 0 Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 E-F 1 0 N-O 1 0 Lumber F-G 1 0 O-P 1 0 G-H 1 0 P-Q 1 0 Value Set:13B(Effective 6/112013) H-1 1 0 Q-R 1 0 Top chord 4x2 SP#1 I-J 1 0 Bat chord 4x2 SP#1 Webs 4x2 SP#3 Lumber value set"13B"uses design values Maximum Chord Forces Per Ply(Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. tLE�1lA#ti>tf Bracing AK-AJ 0 -1 AB-AA 0 -1 Sheathing is required for any longitudinal(drag) �`� � AI-AH 0 -1 Z-iY 0 -1 �.. .7,�..ra forces.All connections to be designed by the building ��- �•, `• '�it '���,, AH-AG 0 -1 Y-X 0 -1 designer. 4 + `�'' 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 ;`` t '-- AD-AC 0 -1 U-T 0 -1 ft All plates are 2X4 except as noted. : 4 AC-AB 0 -1 Additional Notes Maximum Web Forces Per Ply(Ibs) See detail STRBRIBR1014 for bracing and bridging 8 TAT IF * Webs Tens.Comp. Webs Tens. Comp. recommendations. •` ` Webs are square cut except dbl diagonals or as p � 'r �°% A-AK 0 -11 T-S 0 --17 otherwise shown. *� k Truss must be installed as shown with top chord up. dp� � ) # � Maximum Gable Forces Per Ply(Ibs) SERtAk#: Gables Tens.Comp. Gables Tens. Comp. 40 01.5A38:FF 5B 81.80 SB-7F 48 00 99 2E 85'FS g_qJ 0 -108 J-AA 0 133 IDis icemfias been eMaionluliy stgnec�nu:ealeGey lAancc(rnartinc.� C-Al 0 -138 L-Z 0 -133 PFI%L.:Itc p4J792ten tAeai[cshawM1abquc�:snga SHA•I �uu;cstYaticn coda. D-AH 0 -132 M-Y 0 -133 E-AG 0 -134 N-X 0 -134 ?iinteccrrpiescr thizdecemenfarc nui consicetaasignecandsraled F-AF 0 -133 O-W 0 -132 pr,d the soot utherticatier(codo.miust he gcr�i;cfl cr,any electrarc- G-AE 0 -133 P-V 0 -139 copfe:: H-AC 0 -133 Q-U 0 -108 —WARNING` READ AND FOLLOW ALL NOTES ON THIS DRAWINGI **IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI andSBCA)fo'r sa actices prior to performing these functions. Installers shall provide temporary rtn bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperlyey attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. I2eferto i?m{.ali its; e drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing, for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com;TPI:www.t inst.or'SBCA:www.sbcindust .com'ICC:v w Jccsafe.or Job Number: 136DCS113 Ply:1 SEQN:622365/T4/SY42 4EFB-Flora"C OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 1 FROM:DJH DRW: Truss Label: FT6 Wgt:109.2 Ibs Page 2 of 2 / ... 03/30/17 I-AB 0 -133 i I I I I I %itst4luol�t A No 047162 WO STAT O -rt ¢ ON,A' SEr. .. 40 01.5A 38 FF 513 81130 BB.7F 48 00 99 2E 85 FB 1Tnl[Item t­beeneMC1iQ1 kV..v;n adMdsaalaa by M.h,_(Martiney Pi PL,-t1L.067187t cn thedace 1hC a abnue usnga SHA=3 autricntF.a€Icn coda_ arintea;ccpia cf du dccLanantsto.ot canddered unto and sealed and mk3t Lo oarlfi-d cer any electransc capias_ "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary dray bracing per SCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (Refer to - �'mpowt'{��%u drawings 160A-Z for standard plate positions. Alpine,a division of ITW Build!n Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,. listing this drawing indicates acceptance of pro fesslonai engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the building Designer per ANSUTPI 1 Sec.2. For more information see this'oUs general notes page and these web sites:ALPINE:w .al ineitw.com'TPI:www. insl.or'SBCA:www.sbcindust .cam'ICC:www.iccsafe.or I 7 r Job Number: 136DCS113 Ply:1 SEQN:622352/T211/SY42 4EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 1 FROM:DJH DRW: Truss Label: FT7 Wgt:33.6 Ibs / ... 03/30/17 F3� F3 2'6" =3X4 III2X4 1112X4 =3X4 A B C D e T 1 =2X4 I E=2X4 'v 1 H G F 3X4 3X4 =M3X4 4' Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TOLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.002 G 999 360 H 207 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.004 G 999 240 F 207 /- !- /- /- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 F - - H Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NAght:NA ft HORZ(TL): 0.001 F - - F Min Brg Width Req= 1.5 Mean Height:NCBCLL: 10.00 TCDL: ei psf Code/Misc Criteria Creep Factor:1.5 Bearings H&F are a rigid surface. Soffit: 0.00 TCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.197 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.042 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.060 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)110(0) Mfg Specified Camber: A-B 1 0 C-D 1 0 I:NA GCpi:NA Plate Type(s): B-C 0 -108 Wind Duration:NA WAVE VIEW Ver:16.01.0113.0614.20 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#1 H-G 99 0 G-F 99 0 Bot chord 4x2 SP#1 Webs 4x2 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"1313"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC I-H 1 -6 G-C 46 0 Additional Notes �g f4F A-H 44 0 C-F 0 -261 Webs are square cut except dbl diagonals or as � � H-B 0 -261 D-F 44 0 otherwise shown. '""' + may B-G 46 0 F-E 1 -6 IV Truss must be installed as shown with top chord up. +. 0.A 3J C "�yy� . ttt :ER s3: .. . :.' 40 01.SA 38 FF 5B 81 BQ BB:7F 48 00 99 2E 85 FB 2F)It itcrst$as been clecugnlcaity 5}gned snd scalm by manccl Martinet' PE 1-1L tk:1147191 ten tiiFc'aM thawnabovc wng a SHA.1 auMentY.�ifcnaodc- PMntnd eepies of tt s dec4rnentsfc nut censl'eefcd dgnec and;sryaled and thc5s �f nutherttcatiex,tamt:�t ba vsrir8ed w Sri%cleetharic cepfes. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary / �nzv bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ✓ attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 53,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z far standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSM 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t inst.or•SBCA:www.sbcindust .com•ICC: www.iccsafe.or Job Number. 136DCS113 Ply: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 i 2'6" III 2n, =X4 3gX4 =3GX4 II pX4 T =2X4 I E=2X4 I v 1 H G F 3X4 3X4 =3X4 4'0"8 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.002 G 999 360 H 210 /- /- /- /- /3.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.004 G 999 240 F 210 /- /- /- /- /4.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.000 F - - H Min Brg Width Reg= 1.5 Des Ld: 55.00 EXP:NA HORZ(TL): 0.001 F - - F Min Brg Width Req= 1.5 Mean Height:NA ft Code/Misc Criteria CreepFactor:1.5 Bearings H&F are a rigid surface. NCBCLL: 10.00 TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.197 Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.043 Maximum Top Chord Forces Per Ply(Ibs) Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.060 Chords Tens.Comp. Chords Tens. Comp. Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber. A-B 1 0 C-D 1 0 I:NA GCpi:NA Plate Type(s): B-C 0 -112 Wind Duration:NA WAVE VIEW Ver:16.01.0113.0614.20 Lumber Maximum Bot Chord Forces Per Ply(Ibs) Value Set:13B(Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 4x2 SP#1 H-G 102 0 G-F 102 0 Bot chord 4x2 SP#1 Webs 4x2 SP#3 Maximum Web Forces Per Ply(Ibs) Lumber value set"l3B"uses design values Webs Tens.Comp. Webs Tens. Comp. approved 1/30/2013 by ALSC I-H 1 -6 G-C 46 0 A-H Webs Additiare asquare scut except dbl diagonals or as y� `��� .+ , ,q� a�„��,.,.. H-B 40 -260 D-F 40 260 otherwise shown. 4c'� u,*�°" *k• �' Truss must be installed as shown with top"chord up. �'tt ;�. � IV wi 04 7 Aft �k O., 1 l of t N A ,. SERA#-...:.. 40:01:5A38 FF 5B 81 BO 88 7F'4S 00 99 2E 85 FB:, itHs item fins freers e{ectronlcat9y signed and.ealed try Mans.cr;Martinui; PE IeL.tfea7a77&s{en_thr date ihawn abeve sing a im-i au tfiert3saElnn dodc_ 9rintcd cry{es cf ells dceurnenF ut net cens{perxd srgned and:srakd: andth;5�1-i-authcnt cptiun trdn.rnvst be am{fdd ui anycicctran9t' copies "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingg shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and'SBCA)fo'r safety practices pnor to performing these functions. Installers shall provide temporary rinaq bracing per BCSI.Unless noted c herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache U rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 or t as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. defer to a!n{hztrttt(s,'uc drawings 160A-Z for standard plate positions. Alpine,a division of ITW Buildin Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shippin ,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professional engineering responsibility solely forthe design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites:ALPINE:www.al ineitm. m;TPI:www. inst.or'SBCA:www.sbcindus .cam'ICC:www.iccsafe.or ti t Job Number: 136DCS113 Ply:1 SEQN:682484/T39/SY42 4EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 1 FROM:DJH DRW: Truss Label: FT9 Wgt:114.8 Ibs Page 1 of 2 / ... 03/30/17 1 2" I 1'411 �T(TYP) =2X4 W=3X4 =2X4 T :F8 AL A B C D E F G H I J K L M N O P Q R _ S A —2X =2X4 3z N AK AJ Al AH AG AF AE AD AC AB AA Z Y X W V U W=3X4 j— 21,3" r 21'3" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.000 R 999 360 T' 132 /- /- /- /- /254 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 - - Mean Height:NA ft NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.107 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.018 A-B 0 0 J-K 0 0 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.040 B-C 0 0 K-L 0 0 Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: C-D 0 0 L-M 0 0 I:NA GCpi:NA Plate Type(s): D-E 0 0 M-N 0 0 Wind Duration:NA WAVE VIEW Ver:16.01.0113.0614.19 E-F 0 o N-0 0 0 Lumber F-G 0 0 O-P 0 0 Value Set:13B(Effective 6/1/2013) G-H 0 0 P-Q 0 0 H-I 0 0 Q-R 0 0 Top chord 4x2 SP#1 1-1 0 0 Bot chord 4x2 SP#1 Webs 4x2 SP 43 Maximum Bat Chord Forces Per Ply(Ibs) Lumber value set"1313"uses design values approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. St��®lAiIP� 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 `, 4 �° � `• � AH-AG 0 0 Y-X 0 0 forces.All connections to be designed by the building 's •'s designer. • + ♦ R e« r 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 N ,18 - AE-AD 0 0 V-U 0 0 Plating Notes ,� * AD-AC 0 0 U-T 0 0 low All plates are 2X4 except as noted. e AC-AB 0 0 Loading • Maximum Web Forces Per Ply(Ibs) Truss designed to support 1-0-0 top chord outlookers •; Webs Tens.Comp, Webs Tens. Comp. and cladding load not to exceed 10.00 PSF one face 0 �* and 24.0"span opposite face.Top chord must not « t, y�*' AL-AM 0 -6 R-T 0 -60 be cut or notched,unless specified otherwise. F�'� t.,*_. , y A-AK 0 60 S-AN 0 6 Additional Notes � �yj��""'�'d � f J;f Maximum Gable Forces Per Ply(Ibs) Webs are square cut except dbl diagonals or as Gables Tens.Comp. Gables Tens. Comp. otherwise shown. 5R(A� " 40 015A38:FF 5B 81 B0 BB 7F 48 00 99 2E&5.%FB. B-AJ 0 -169 K-AA 0 -171 Provide for complete drainage of roof. rl,is sterna q�acenole�:oni.-afly,4.ec gnu se�ie�ny m...eel mutIi..L, C-Al 0 -172 L-Z 0 171 Truss must be installed as shown with top chord up. °E t:i;if.'047ls7 I en tt.c daoeshawn al,M ti(La 5HA.1 authentkatlencodc_ D-AH 0 -171 M-Y 0 -171 E-AG 0 -171 N-X 0 -171 sHntodecp!caoltFlsdccexnenrarr;nct cans�derxd srnecand,scaled F-AF 0 -171 O-W 0 -171 ar d met Le verticd An anyelectrarac G-AE 0 -171 P-V 0 -172 e;.PIC H-AD 0 -171 Q-U 0 -169 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI andSBCA) r safety practices prior to performing these functions. Installers shall provide temporary rt17 v bracing per BCSL Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Defer to �n�{:roNf rls;'ue drawings 16OA-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI/TPI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of protesslonat engineering responsibility solely for the design shown.. The suitability and use of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites:ALPINE:www.al ineitw.com;TPI:www. inst.or•SBCA:www.sbcindus .com•ICC: www.iccsafe.or f s Job Number: 136DCS113 Ply:1 SEQN:682484/T39/SY42 4EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 1 FROM:DJH DRW: Truss Label: FT9 Wgt:114.8 lb s Page 2 of 2 / ... 03/30/17 J-AC 0 -171 i i I tt lit �t;stOtto, Alf" .. . . : t TAT 40:015A 3S FF>58 81 BQ 6B=7F 48 00 99 2E'85 FB.: ihti itm has b—elcamnlcafly i4 hnsY;andsealca?byfAan4efMartinei;- PEfK..1.1 p873921'cn,the date shawnpbnue lu3ng.a 5HAsI authnritbal(nn coda_ . �rinteG ccpic:oI thisdeemm�nt ue nei canslCnrsd s%jr,oc and:scaled: ar,d they?J1xsauthesrtcationYodc.inust Ln uerilicsf ce artyelc�ticrv; -'ddpieui **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingg Comport , shipping installing and bracing. Refer to and follow.the latest edition of BCSI(Building 'Pik bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly f attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83,67 or B10, as applawicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to om{ic n{t! 'u draw, ring 160A-Z far standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 7 Sec.2. For more information see this jobs general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www. inst.or•SBCA:www.sbcindust .com•]CC:www.iccsafe.or C � Job Number: 136DCS113 Ply:1 SEQN:622373/T6/SY42 4EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 6 FROM:DJH rDRW: Truss Label: FT10 Wgt:145.6 Ibs / ... 03/30/17 8'1"4 10'1"4 21'3" 8'1"4 2' 11'1"12 I—'I 3 12 �3 1� I 1 10 12-{ �2"i3 I I---i III2X4 =4X4 =2X4 =2X4 =5X6 1112X4 =6X8 III2X6 1114X6 W=3X4 III2X4 =5X6 1112X4 A B C D E F G 3,.8 AE H I J K L M N O P Q v + =2X4AF =2X4 G AC AS AA Z Y=5X8 X W V U T S R AD =5X6 =5X8 W=3X4 1112 65X6 =3X4 =4X10 =5X6 i 21'3" Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl U# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.441 X 565 360 AD 1155 /- /- /- /- /7.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.689 X 361 240 R 1155 /- /- /- /- /7.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.062 R - - AD Min Brg Width Req= 1.5 Des Ld: 55.00 EXP:NAHORZ(TL): 0.096 R - - R Min Brg Width Req= 1.5 Mean Height:NA ft NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 Bearings AD&R are a rigid surface. TCDL:NA psf a seat require AD&R Bear ings s re Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.576 9 q plate. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.890 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.623 Maximum Top Chord Forces Per Ply(Ibs) (Loc.from endwall:NA /10 FT/RT:12 0) (0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. P l:NA GCpi:NA Plate Type(s): A-B 1 0 1-1 0 0 Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 B-C 0-2041 I-K 0 -4511 Lumber C-D 0-3613 K-L 0 -4511 Value Set:138(Effective 6/1/2013) D-F 0-3613 L-M 0 -3604 E-F 0 0 M-N 0 -3604 Top chord 02 SP#1 F-G 0-5243 N-O 0 -2042 Bot chord 4x2 SP#1 G-H 0-5263 0-P 1 0 Webs 4x2 SP#3 H-1 0-5022 Lumber value set"1313"uses design values approved 1/30/2013 byALSC Maximum Bot Chord Forces Per Ply(Ibs) Plating Notes � ��� pyFom Chords Tens.Comp. Chords Tens. Comp. All plates are 4X6 except as noted. AGAR 1134 0 W V 5255 0 Camber 4 +t•' � ,+'+�t �+s',� AB-AA 0 0 W-U 4821 0 Max JT VERT DEFL:LL:0.44"DL:0.30".See detail ' •' : o AA-Z 4319 0 U-T 4183 0 DEFLCAMB1014for camber recommendations. No 047182 * Z-Y 4317 0 T-S 2922 0 Y-X 5263 0 S-R 1134 0 Additional Notes a +2x6 continuous strongback.See detail -• STRBRIBR1014 for bracing and bridging • Maximum Web Forces Per Ply(Ibs) recommendations. ^P *y"�yT'E O' 4T Webs Tens.Comp. Webs Tens. Comp. � 4u z Webs are square cut except dbl diagonals or as •,• a' •m AE-AF 0 -3 W-1 502 -4 XA otherwise shown. �* 4 4 y' `� * A-AD 0 -42 I-U 0 -432 Truss must be installed as shown with top chord up. AD-B 0-1578 U-L 456 0 P 87 � + bi 0 AC- 126-C 0-1225 M T 0 �72 d'10 f d. C-AA 939 0 T-N 928 0 SERIAL�: . D-AA 0 -102 N-S 0 -1224 46,015A 38:FF 59-81 BO BB.7F 48 0. 99 2E'85 FB AA_F 0 -957 S-O 1263 0 mlz itcrn ha3l,cen clew anicatip synec znd ualca by IAanual"fi7artln¢;; F-Y 1308 0 O-R 0 -1578 .E Il.u{;F4rl a21 Cri L'IC daM SIUz W n aIJCVC1::5ntj�SN..xl aiitbcn[i:aticn code_ Y-G 0 -554 P-R 0 -42 X-H 349 -104 Q-AG 0 -3 Flamad{cpicaol ant arvnot ccnsiacwd sijgneo and sezled H-W 0 -741 and th c 5,iai autficntuatlonjcdo roost to-arifed on any decimra: -'ccp{nt; —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handling shipping,installing and bracing. Refer to and follow the latest edition of SCSI(Building Component Safety Information,by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary I11Pr bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly J attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, nm xHcgrl.£u.as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (Refer to f drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page,. listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE:www.al ineitw.com;TPI:www.t inst.or;SBCA:www.sbcindust .com:ICC:www.iccsafe.or Job Number: 136DCS113 Ply:1 SEQN:622377/T37/SY42 4EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 4 FROM:DJH DRW: Truss Label: FT11 Wgt:155.4 Ibs / ... 03/30/17 8'1"4 10'1"4 20'11"8 f 8,1"4 '1 2- 1 10"0"4 --II�3"1�I- �3"1� 1112X4 W=3X4 =2X4 =5X6 1112X4 =6X8 III2X6 1116X6 =5X6 =4X4 1112X4 =5X6 III2X4 T aka ACA B C D E F G H I J K L M N O P v + =2X4AD 3�'8 AA Z Y X W V U T S R Q AB =5X8 =6X8 =5X10 =6X6 =5X6 =5X6 W=3X6 20'11"8 Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria - ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.424 H 578 360 AB 1139 /- /- /- /- /7.5 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.663 H 370 240 Q 1153 /- /- /- /- /4.0 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.054 Q - - AB Min Brg Width Req= 1.5 EXP:NA Des Ld: 55.00 Mean Height:NA ft HORZ(TL): 0.085 Q - - Q Min Brg Width Req= 1.3 Des Ld: : 55.00 Code/Misc Criteria Creep Factor:1.5 Bearings AB&Q are a rigid surface. TCDL:NA psf Bearing AB requires a seat late. Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.583 g q P Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0.781 Spacing:24.0" C&C Dist a:NA ft . Rep Factors Used:Yes Max Web CSI: 0.632 Maximum Top Chord Forces Per Ply(Ibs) Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 1 0 1-1 0 0 Wind Duration:NA WAVE VIEW Ver:16.01.0113.0614.20 B-C 0-2009 I-K 0 -4429 Lumber C-D 0-3538 K-L 0 -3531 D-F 0-3538 L-M 0 -3531 Value Set:13B(Effective 6/1/2013) E-F 0 0 M-N 0 -3531 Top chord 4x2 SP#1 F-G 0-5132 N-0 0 -2008 Bot chord 4x2 SP#1 Webs 4x2 SP#3 G-H 0-51 O-P 3 0 H-I 0-514646 Lumber value set"1313"uses design values approved 1/30/2013 byALSC Maximum Bot Chord Forces Per Ply(Ibs) Plating Notes ���� / � Chords Tens.Comp. Chords Tens. Comp. MA All plates are 4X6 except as noted. , + }. AB-AA 1118 0 V-U 4804 0 AA-Y 2869 0 U-T 0 0 Camber Z-Y 0 0 U-S 4103 0 �`+ Max JT VERT DEFL:LL:0.42"DL:0.29".See detail „ Y-X 4208 0 S-R 2869 0 DEFLCAMB1014 for camber recommendations. ; ( Q 7, t 0 2- - X-W 5154 0 R-Q 1116 0 W-V 4803 0 Additional Notes Aft +2x6 continuous strongback.See detail y+> F ; Maximum Web Forces Per PI Ibs STRBRIBR1014 for bracingand bridging " * " y( ) recommendations. to g g ,TAT �. 1 Webs Tens.Comp. Webs Tens. Comp. Webs are square cut except dbl diagonals or as �6 •„ k. `*` 4 .: AC-AD 0 -3 W-I 756 6 otherwise shown. A-AB 0 -42 I-U 0 -520 Truss must be installed as shown with top chord up. v ``��+ % AB-B 0-1556 U-K 453 0 B-AA 1240 0 K-S 0 -777 f � 1100�ti. AA-C 0-1195 L-S 0 -74 SERIAI C-Y 909 0 S-N 901 0 40015A38FF588180B67F�1800992E95FB: D-Y 0 -106 N-R 0 -1197 Y-F 0 -908 R-0 1241 0 thi ltelWha4he rteMrironlratiq sl�ne4R 2aC scalWhy Wn"I'lArtin_eh, F-X 1328 0 Q-Q 0 -1556 E I*.L:tfc.ps71VI'lM the da*,1%.wnabA �:mga SHA.1 :autrirrtF.3tfencndec X-G 0 -638 Q-P 0 -15 H-W 0 -84 P-Q 0 -44 PiinSeo,capiesof ttisdcecrnen(a3a not cnnsldasad.rjnea and:se�kd- H-W 0 -252 and'tF�^r.53iAnd aut3ientuatlari:cnJaznust Le_u¢rlfcd cn anyplc.trar.St' _ =cEp(es **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlingshipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary rlrieti bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceding Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, r .. as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. Refer to gym/?pips;li drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shippin ,installation and bracing of trusses.A seal on this drawing or cover page,, listing this drawing indicates acceptance of professionak engineering responsibility solely for the design shown. The suitability and use of this indicates for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites:ALPINE:www.at ineitw.wm;TPI:www.t instor;SBCA:www.sbcindust .com;ICC:www.iccsafe.or ' Y Job Number: 136DCS113 Ply:1 SEQN:622380!T45/SY42 4EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 1 FROM:DJH DRW: Truss Label: FT12 Wgt:100.8 Ibs / ... 03/30/17 1'4"4 1'4"�{ (TYP) =2X4 W=3X4 =2X4 A B C D E F G H I J K L M N O P 9"8 AH Q V =2X4 AI 3T.g R AG AF AE AD AC AB AA Z Y X W V U T S W=3X4 j= 18'11"8 j= 18'11"8 Loading Criteria (psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs),or*=PLF TCLL: 40.00 Wind Sid: 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 AG*109 /- /- /- /- /225 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(TL): 0.000 P 999 240 AG Min Brg Width Req= - BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL):-0.001 P - - Bearing AG is a rigid surface. Des Ld: 55.00 EXP:NA Mean Height:NA ft HORZ(TL):-0.002 P - - NCBCLL: 10.00 Code/Misc Criteria Creep Factor:1.5 Maximum Top Chord Forces Per Ply(Ibs) TCDL:NA psf Soffit: 0.00 BCDL:NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.090 Chords Tens.Comp. Chords Tens. Comp. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Sid: 2007 Max BC CSI: 0.021 A-B 0 1 1-1 0 1 Spacing:24.0" C&C Dist a:NA ft Rep Factors Used:Yes Max Web CSI: 0.035 B-C 0 1 J-K 0 1 Loc.from endwall:NA FT/RT:20(0)/10(0) Mfg Specified Camber: C-D 0 1 K-L 0 1 I:NA GCpi:NA Plate Type(s): D-E 0 1 L-M 0 1 Wind Duration:NA WAVE VIEW Ver:16.01.01 B.0614.20 E-F 0 -1 M-N 0 1 Lumber F-G 0 1 N-O 0 -1 G-H 0 1 O-P 0 -1 Value Set:13B(Effective 6/1/2013) H-I o -1 Top chord 4x2 SP#1 Bot chord 4x2 SP#1 Webs 4x2 SP#3 Maximum Bot Chord Forces Per Ply(Ibs) Chords Tens.Comp. Chords Tens. Comp. Lumber value set"138"uses design values approved 1/30/2013 by ALSC AG-AF 1 0 'Y-X 1 0 �gSJ AF-AE 1 0 X-W 1 0 Bracing ,gy Fj AE-AD 1 0 W-V 1 0 Sheathing is required for any longitudinal(drag) `:..; ,1. r i +F�i„ AD-AC 1 0 V-U 1 0 forces.All connections to be designed by the building *•R°'" °""., AC-AB 1 0 U-T 1 0 designer. ' ,; " '•"1 AB-AA 1 0 T-S 1 0 Fasten rated sheathing to one face of this frame. ** s°e AA-Z 1 0 S-R 1 0 .. .` NO .0.1718 Z-Y 1 0 Plating Notes All plates are 2X4 except as noted. * + . Maximum Web Forces Per Ply(Ibs) Webs Tens.Comp. Webs Tens. Comp. Additional Notes Webs are square cut except dbl diagonals or as '� AH-AG 0 -10 P-R 0 -47 otherwise shown. , A-AG 0 -53 Q-AI 0 -7 Truss must be installed as shown with top chord up. " i• �"�� *•£ 5a Maximum Gable Forces Per Ply(Ibs) Gables Tens.Comp. Gables Tens. Comp. t B-AF 0 -143 J-X 0 -133 SER)AL,#,.' C-AE 0 -131 K-W 0 -133 40:015A 38 FF 58 HBO 13131F 48 00 99 2E 85 FB D-AD 0 -134 L-V 0 -133 [Lis item has trcera cleafenlaity -,nee�nri scaice by YAabe-cl idartin"t, E-AC 0 -133 M-U 0 -134 ?[j t..-uC.947l82t cn the eiwo howrtabot'c aumentt:attcn sodc. F-AB 0 .-133 - N-T 0 -129 G-AA 0 -133 O-S 0 -152 P—tnd ccpiesel thu dcaument amnoic %leewd:ignecand smiled l-Z 0 -133 and the. nitstbe gertr;cd ca anyciectma chpfes: "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping;installing and bracing.,Refer to and follow the latest edition of SCSI(Building Component Safety Information,byy TPI and SBCA)fo'r safety practices prior to performing these functions. Installers shall provide temporary ,7YYf'V bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,67 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to amfh?tYrrtrs.�� draw!ngs 160A-Z for standard plate positions. Alpine,a division of ITW BuildinggComponents Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1,or for handling shipping installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional'engineerin responsibility solely for the design shown. The suitability and use of this 9�awing for any structure is the responsibility of t g he u!Iding Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes page and these web sites:ALPINE:www.al ineitw.com•TPI:www.t inst.or :SBCA:www.sbandust .com:ICC:www.iccsafe.or it • r; :Job Number: 136DCS113 Ply:1 SEQN:622383 I T44/SY42 4EFB-Flora"C"OL OW/DR Horton/4EFB-Flora"C"OL OW Qty: 3 FROM:DJH DRW: .Truss Label: FT13 Wgt:128.8 Ibs ! ... 03/30/17 78 �- -}�—2'5" 2'6"12 2'6"12 2'6"12 2'6"12 2'6"12 1 2'5"12 W=3X4 =4X12 =3X6 =3X4 =3X6 =4X4 =4X10 =4X10 A B C D E F G H I T J=2X4 3�'e + =2X4 1 9"8 W V U T S R Q P O N M L K =3X8 1112X4 =3X4 =3X4 1112X4 =3X4 1112X4 =5X6 =3X6 W=H0308 18'11"8 Loading Criteria(psi) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs) TCLL: 40.00 Wind Std: NA Pg:NA Ct:NA CAT:NA PP Deflection in loc L/defl L/# Loc R /U /Rw /Rh /RL /W TCDL: 10.00 Speed: NA mph Pf:NA Ce:NA VERT(LL): 0.279 R 774 360 W 1026 /- /- /- /- /4.0 BCLL: 0.00 Enclosure:NA Lu:NA Cs:NA VERT(fL): 0.436 R 495 240 X 1045 /- /- /- /- /7.5 BCDL: 5.00 Category:NA Snow Duration:NA HORZ(LL): 0.046 L - - W Min Brg Width Req= 1.3 Des Ld: 55.00 EXP:NA HORZ(TL): 0.071 L - - K Min Brg Width Req= 1.5 Mean Height:NA ft Bearin NCBCLL: 10.00 TCDL:NA psf Code/Misc Criteria Creep Factor:1.5 gs W&K are a rigid surface. Soffit: 0.00 BCDL:NA psf Bldg Cade: FBC 2014 RES Max TC CSI: 0.466 Bearing K requires a seat plate. Load Duration:1.00 MWFRS Parallel Dist:NA TPI Std: 2007 Max BC CSI: 0,693 P Spacing:24.0 C&C Dist a:NA ft Re Factors Used:Yes Max Web CSI: 0.586 Maximum Top Chord Forces Per Ply(Ibs) " Loc.from endwall:NA FT/RT:12(0)/10(0) Mfg Specified Camber. Chords Tens.Comp. Chords Tens. Comp. I:NA GCpi:NA Plate Type(s): A-B 0-1056 E-F 0 -3644 Wind Duration:NA WAVE,HS VIEW Ver:16.01.01B.0614.20 B-C 0-2495 F-G 0 -3310 Lumber C-D 0-3379 G-H 0 -2415 Value Set:13B(Effective 6/1/2013) D-E 0-3644 H-1 0 -843 Top chord 4x2 SP#1 Bot chord 4x2 SP#1 Maximum Sot Chord Forces Per Ply(Ibs) Webs 42 SP#3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set"1313"uses design values W-V 229 0 Q-P 3617 0 approved 1/30/2013 by ALSC V-U 1919 0 P-O 3617 0 Plating Notes 11til. � U-T 3074 0 O-N 2991 0 g E '� T-S 3074 0 N-M 1783 0 All plates are 4X6 except as noted. r ,y »- Mft ' * S-R 3644 0 M-L 1783 0 Additional Notes q+ ;+ "* R-Q 3617 0 L-K 0 -11 +2x6 continuous strop back.See detail * �.' rt++ 9 Maximum Web Forces Per Ply(Ibs) STRBRIBR1014 for bracing and bridging s recommendations. Webs Tens.Comp. Webs Tens. Comp. � � �'�,,,�,. ' Webs are square cut except dbl diagonals or as •„ A-W 0 -36 F-P 19 0 otherwise shown. ++*, A-V 1191 0 F-O 0 -417 Truss must be installed as shown with top chord up. W-A 0 -761 O-G 443 0 SD TE :OF y W-A 0 -254 G-N 0 802 V-B 0-1200 N-H 859 0 B-U 801 0 H-M 28 0 -78 L -12 Ny , C-T 20 0 L I 1230 O `ffON— +"v _ C-S 415 0 I-K 0 256 BERiAI S-D 0 -369 I-K 0 -768 4Q.015A 38 FF 5B 8i-B0 BB•7F 48 00 99 2E 85 EB D-R 47 0 J-X 1 11 R-F 51 0 this.iterthas treen ekctronicat}r:it3nnr.'and icateq by Marcel tnartinal:; PEI*L.t£c.•ndr]H2t en tna tlaMshpwn pboue ysng aSfiA.7 -- aiithen[icat(nn wda . Printceccpiea cr thls dccuxnenLarc not censlC�rid trdnne and'.scaled': ' ar,'d'thc.srnnYaatficntuatlan aadc.xntrxt Sn!xcrifc�cataiiy alc<[ranic' -'cnPtesr **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! / **IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handlin shipping,installing and bracing. Refer to and follow the latest edition of BCSI(Building Component Safety Information,by TPI and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary / rrriy bracing per BCSI.Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3,B7 or B10, rrrr I?nrr�1G,;Lc as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to {.. drawings 160A-Z for standard plate positions. Alpine,a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the / truss in conformance with ANSI PI 1,or for handling shipping,installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineerincl responsibility solely for the design shown. The suitability and use of this g-awing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites:ALPINE:www.el ineitw.com;TPI:www. insLor•SBCA:www.sbcindust .com;ICC:www.icrsafe.or I i 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, Partially Enclosed, Exposure C, Kzt = 1.00 Ori 140 mph Wind Speed,,15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) Lx4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace xx (1) 2x6 'L' Brace w (2) 2x6 'L' Brace x Bracing Group Species and Grades) Gable Vertical No Spacing Species I Grade Braces Group A Group B Group A Group B Group A Group H Group A Group B Group A Group B Group AI S #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 nice-Pine-Fir Hen-Fir S P pl / #2 Standard p2 Stud #3 3' 8' S' 9' 6' 2' 7' 8' 7' I1' 9' 1' 9` 6' 12' 0' 12' 6' 14' 0' l4' 0' p3 Stud p3 Standard 0) U 1 J C Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' 11 Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' 1' 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' DoucqiLQs Flr-larch Southern Pine- 0) 41 4' 0` 1 6' 8' 6' 11' 7' 10, 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' 43 1 1 #3 S P #2 3' 10, 6' 7' 6' 10 7' 9' 8' 1' 9' 3' 9' 7' 12, 2' 12, 8` 14' 0' 14' 0 Sd Stud $tandnrdtu Standard I 93 3' 9' S' 3' S' 7' 6' 11' 7' S' 9' 2' 9' 7' 10' 11' 111 8' 14' 0' 14' 0' d (U D fr L Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 141.0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' Il' 9' 8' 10' 4' 13' 1' 14' 0' Group B: U 41 / #2 4' 5' 7' 6' 7' 9' 8' 10• 9' 3' 10' 7' 111 0' 13, 11' 14' 0' 14' 0' 14' 0' Hen-Flr S P F_ #3 4' 2' 7' V 7' 9' 8' 9' 9' 1' 10, 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' #1 6 Btr L U H F Stud 4' 2' 7' V 7' 6' 8' 9' 9' 11 10' 5' 10' 10' 13' 9' 14, 0' 14' 0' 14' 0' 0 1 CU O I Standard 4' 2' 6' r 6' 5' 8' 1' 8' B' 10' 5' 10, 10, 12' 8' 13' 7' 14' 0' 14' 0' ➢ouolas Fir-Larch Southern Pinexxv #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' 11' 1' 14' 0' p1 S P #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13, Il' #3 4' 4' 6' 5' 6` 10, 8' 6' 9' 1' 10' 6' 10, 11' 13, 4' �iti ��f � ul-^ a +}� ¢, as.. v ress-Rated Board). QJ i D P L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10, 6' 10, 11' 13' 4' �0 �� 00 - c Industrial 55 or Standard 4' 2' S' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10' 10 IS' 10' $ " 4�cnsm■,y� � �. K _` d Bonras.Group B -Q r #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 10' 7' 12` 1' 14' 0' � ay+� d1f ,$41>� b h these rndes, CS S P f #3 4' 7' B' 2' 8' S' 9' 8' 10, 0' 11` 6' 12' 0' 14' 0' +lid i'�+ wxt*�w ,a o m 4 A Notesl U (�F Stud 4' 7' 8' 2' 8' 5' 9' 8` 10, 0' 11' 6' 12' 0' 14' 0' +► ';�! CID "a l� n Is L/240. OI ' Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12' 0' 14 0' f I x'"CO � �°d y�Iu �;� �.A �r 75 pif over X 5' 1' 8' 5' B' 8' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' +.x ae1� t' t o° m r, -- TC Dead Load). d S P #2 4' 10' 8' 3' 8' 7' 9' 9' 10' 2' 11' 7' 12, 1' 14' 0' 4' 0 outlookers 43 4' 9' 7' 4' 7' 10' 9' S. 10, 1' 11' 7' 12' 0' 14 0' a,n� "W B o plywood overhang. Oj D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' I1' 7' 12' 0' 14' 0' ; F-' 'r 4�J "a E Standard 4' 7' 6' 6' 6' 11 8' 8' 9' 3' 11' 6' I 0' 13' 7' ' ♦ a tw Ln a' W 0.12B'x3.O' nln) nails, able Truss wfP�q. „j,Dxy,k* .�3,p=Pp "?; p M1 n ti nails at 2' o.c. ),c, between zones. Diagonal brace option, ' "E,i %� Q $M :e nulls at 3' o.c, T '�� %N p c d. I.c, between zones. vertical length may be I /For#�����. O,5 �'�_ doubled when diagonal 18, j� ,'cT, =,;w ." a brace Is used. Connect ; ,.,�n, n �,9 of 80% of web diagonal brace for 600# •L• at each end, Max web I� Brace Gable Vertical Plate Sizes total length Is 14'. I 31E 31E Vertical Len th No S lice 2x6 DF-L #2 or Less than 4' 0' 2X3 better diagonal r' Greater than 4' 0', but 3X4 Vertical length shown brace) single 18, less than 11' 61 or double cut Greater than 11'' 6' 4X4 In table above. 11 45' (as shown) at L t + Refer to common truss design for .1 upper end, IL peak, splice, and heel plates. connect dlagonol at ontlnuous Bearin g\``III, Ills d��� Refer not addres the edBby IthlsDessignnier for conditions midpoint of vertical web. Refer to chart above for l. � 6ngth. -vARNING1-READ AND FOLLOW ALL NOTES ON THIS BRAVING[ _R //� .xnIPaRTANTx.FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING TIE INSTALLERS. Q' ,\GENS b�'s REF ASCE7-10-GAB16015 Trusses edulre extreme care in Fabricating,handling,.shlpping,Installing and brocing. Referr to and ` V �4 ,�` Follow the latest edltian of BCSI QWlding C-ponent Safety Inforaatlon,by TPI and SBCA)For',safety \-'' DATE 10/01/14 practices prior to performing these Functions. Installers shall provide temporary bracing per @CSI. 'V U less noted otherwise,top chord shall have properly attached structural sheathing d bottom chord ; DRWG A16015ENC101014 shall have a properly attached rigid ce1Unq. Locations shown for permanent lateral restraint of webs of _ shall have hro pclong Installed par BCSf sections 1i3,87 or BIO,as applicable. Apply plates to each face' - t IILII-�IILIL-_JAI Ill r1=_ russ andaw sitlon as shown above and on the Joint Details,unless noted otherwise. F•al yip•Refer to drawings 160A-Z far standard plate positions. SdT' Alpine, division of ITV Building Components Group Inc.shall not be responelble For y deviation fro, � AN ITYV COMPANY tNs drawing,any fsiWre to buRd the truss In conformance with ANSI/TPI 1,or For handling,shipping, �" h:tapatlon a braaing of trusses. �y O 'I� CA MAX, TOT, LD, 60 PSF A t n this draw4g or cover page listing this draw4g,lmdkates acceptance of professional r Glneeri g responslbigty solely far the design howl The suitab4lty and use of this drawhq 13389 Laketro Drive nl for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sect. �x Earth C,,y M063045 For more Infornatlon see this Job's general notes page and these web sltes <oaan.nenen,eh attt w. t MAX, SPACING 24,0" ALPINC,w alpineltw.com)TPI,www,tpinst.orgl SBCA�www.sh ww clndustry,org)ICC,wIC-4fo,org Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 ❑ri 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Or, 120 mph Wind Speed, 30' Mean Height, Partially Enclosed, Exposure D, Kzt = 1.00 2x4 Brace (1) 1x4 'L' Brace r (1) 2x4 'L' Brace x (2) 2x4 'L' Brace rr (1) 2x6 'L' Brace r (2) 2x6 'L' Brace xs Bracing Group Species and Grades, Gable Vertical No Spacing Species I Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B Group A, S 41 / 42 3' 8'. 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' S ruce-Pine-Fir Hen-Fir -}� �` al / a2 Standard a2 Stud J #3 3' 6' 5' 5' 5' 9- 7' 2' 7' 7' 8' 8' 9' V 11' 3' 11' 11' 13' 7' 14' 0' a3 Stud a3 Standard 0 Stud 3' 6' 5' 4' 5' 8- 7' 2' 7' 7' 8' 8' 9' L' 11' 2' 11' 11' 13' 7' 14' 0' Standard 3' 6' 4' 7' 4' It' 6' 2' 6' 7' 8' 4' 8' ll' 9' 8' 10' 4' 13' V 14' 0' Oou Ins Fir Larch Southern Plnerrr #1 3' 10' 1 6' 4' 6' 7' 1 7' 6' 7' 9' 8' ill 9' 3' I1' 9' 12' 2' 13, 11' 14' 0' a3 03 J S P #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13, 9' 14' 0' Stud Stud Standard Standard #3 3' 7' 4' 10' S' 2' 6' S' 6' 11' 8' 9' 9' 1' 10' 1' 10' 10' 13' 8' 14' 0' cov D F L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' UStandard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' Ill 9' 7' 12' 2' 13' 0' Group BI _ S r r #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' Hen-Fir _ #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' al 6 Btr U i_7 Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' q1 O �I Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10, 1' 8' 14 0' 14' 0' e-uthern Plnerrr \ #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10, 2' 10' 7' 13' 5' m / S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10, 6' 13' 3' OKIt t r #3 4' 1' .5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' � �,,g 'd,¢¢' 00 s. 'v ress-Rated Board). Ql D r L Stud 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10, 5' 12'_5' '- 4' 0' S' 3' S' 7' T 0' 7' 6' 9' 5' 10, 2' 11' 0 �F '1 ry } ri ,� a Industrial 55 or Standard lj ,. �` x •d Boards. Group Bli #1 / #2 4' 8' T 11' 8' 2' 9' 4' 9' 8' 10' 1' Ll' 6' 14' 0 it+ a+l°' �fp p, �. a[# these wades. d _ Sr 11% • a >r o,a r, P r #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0 4�J •.>,`a- *t'L ' .Il Notes, U Stud 4' 5' 7' 7' B' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0 ,!�/ ytwot �s n Is L/240. H F Standard 4' S' 6' 6' 6' 11' 9' 3' 10' Ill 11' S' 13' 7 .may yr ," oW �dwiC t~ )r 135 if over X 8' 3' 9' 5' 9' 9' 11' 2' 11' 6' 14' 0r� a ^y m m'3 TC Dead Load).#1 4' 10' 8' 0' d S P #2 4' 8' T 11' 6' 2' 9' 4' 9' 8' I1' 1' I1' 6' 14' 0 w, s, ,. rq Ai'a m 4' 0' outlookers #3 4' 6' 6' 10' T 3' 9' 1' 9' T 11' 0' 11' 6' 14' 0 ty .y; a>s: plywood overhang. owlNI D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' Il' 0' 11' 6' 14' 0 o,' .', +: + m Standard 4' 5' 6' 1' 6' 5' 8' V 8' 7' to, 11' 11' 5' 12, 8' 0 we y»X ,'x c !. About t �r• xX c ry 4 0.128'x3.0' nln>nails, a y a able Truss I a 11, dr ryl y'y t'l'{"g nails at 2' o.c, ).c. between zones. Diagonal brace option, , O @ ` $ :e nails at 3' o.c. . ,�• � v�';�.;I.c. between zones. vertical length may be T C] =':� s 9 g doubled when diagonal 18' j� ..`"a•m „ u v of 80% of web brace Is used. Connect L memoer ieng m. ' diagonal brace for 690# at each end. Max web Brace Goble Vertical Plate Sizes total length Is 14'. 31E 31E Vertical Len th No Slice 2x6 DF-L a2 or Less than 4' 0' 2X4 better diagonal 'r- Greater than 4' 0', but 4X4 Vertical length shown j bracei single 18, less than 12' 0' In table above. i or double cut 45' (os shown) at L + Refer to common truss design for ,i 1 upper end. u I I I u u I I I H R peak, splice, and heel plates. v Connect diagonal at ontlnuous Henring Refer to the Building Designer for conditions midpoint of vertical we Refer to chart above for nnx gatPJ4le11lllr (Nay length. not addressed by this detail. .■WARNING".READ AND FDLLDV ALL NDTES ONTHIS DRAVINGI \���` ,7� ,� REF ASCE7-10—GAB16030 rrDIP1IRTANTu FURNISH THIS BRAVING TD ALL CDNTRACTDRS INCLUDING THE INSTALLERS. �`v c1 ^- Trusses require extreme c In Pabri-ting,handling,shipping,Installing and bracing. Refer to and (�„` \CjENtD� -✓�: DATE 10�01�14 Fallon the latest edition of BCSI Ouiltling Component Sofety Informatloy,by 11 and SBCA)for safety practices prior to performing these functions. Installers shall provide temporary bracng per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord NO DRWG A16030ENC101014 shall have properly attached rigid telling, Locations shown for permanent lateral restraint of webs a �I��n (7i� shell have and posi Installed per BCSI sections the J or DBIG,etails, s applicable. Apply platesrwise. to each face IIILLIILrrJ I IIUI^\\VVI II IIL�� of.ltrussh—and [Irby at shorn above and on the Joint Detals,unless noted otherwise. Refer to drawings 16CA-Z for standard plate positions. Alpine, division of ITV Building Components Group Inc.shall not be responsible for any deviation from — ATE OF AN rIWCOMPANY this droving, y Fallure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping. r-'O ��MAX. TOT, LD, 60 PSF Installatlan 6 b�aaing f<ratse�. �� OP•. A seal on this d-awing o-cover page listing this droning.Indicates acceptance of profession., i r� englnee Ing responsibllty solely for the design shown The suitability and use of this drawl,g Oj(t R i for any structure Is the responsibility of the BuBrLnB Designer per ANSI/TPI I Seca '11 R 133B8 City. MO Drive For more InPornatlan see this job's general notes a and these web sites- ¢i -�' / l a1Aa` Earth Cily,M063045 ALPINE,w r.alpineltw,coml TPB rv,tpint,org SBCA-rrrsbcP page DEC,rwr.iccsafe.org ¢¢4¢4j {�N11. ���• MAX. SPACING 24,0' Gable Detail For Let-in Verticals Gable Truss Plate Sizes Sy^• + Refer to appropriate Alpine gable detail for About minimum plate sizes for vertical studs. +)Refer to Engineered truss design for peak, splice, web, and heel plates. ®IF gable vertical plates overlap, use a + single plate that covers the total area of the overlapped plates to span the web. Vertical + 2 X 4 LenPth Examples y _X4 2X8 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member LrI �ea� •# � � w Y c °e�trorli4s°re3/S} ��� m = c g + + g4 �v •,sire feP° p n 5 g members, Provide connections for uplift specified on the engineered 1 AMA r'4.r'�' x' ,[w JF.'�,� o m 9& on Attach each 'T' reinforcing member with - a: l0,'y wa 5Y v End Driven Nails, �c° n 5 f vertical lOd Common (0.148'x 3.',min) Nulls at 4' o.c, plus ++ r', C'r '" e .ra:�1 In'+ g y •d. c (4) nulls In the tap and bottom chords, „ , '" " ' Uj p� Y g latch size, Rigid Sheathing Toenalled Nails, °; '0:,may��m a� �°0 Ing member. 4.i c.v lOd Common (0148'x3',min) Toenails at 4' o.c. plus .s.it a,;,p ,j. P"`- a;/ +,.� , -°o 'w E" T° Brace a Nnll (4) toenails In the top and bottom chords. +"Y' M Pf� ' " ca k ,0� 3 lft '�. �. w ° � � � e o ^ u .T• This detail to be used with the appropriate Alpine gable dettt ea °e�• " Reinforcing wind load. +f"" 3�' 9�•+ �°,�,°y.�r"'° "M� m .n n ° 'o' Member •'1!I'�k Atii d ,a.0 w.. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, Al• Gable Nulls A13030051014, A1203005I014, A11030051014, A10030051014, A! 8.c o 0 Truss Spaced At ASCE 7-10 Gable Detail Drawings 4' o.c. A1L515ENC101014, A1201SENCI01014, A14015ENC101014, A16015ENCI01014, 'T' Reinforcing Member Size = 2x4 A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, 'T' Brace Increase (From Above) = 30% = 1.30 A11530ENCI01014, A12030ENC101014, A14030ENC101014, A16030ENC101014, (I) 2x4 'L' Brace Length = 8' 7' A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPEDI01014 ,Maximum 'T' Reinforced Gable Vertical Length 1.30 x 6' 7' = 11' 2' See appropriate Alpine gable detail for maximum unrelnForced gable vertical length. 4 Nnll Gelling --IMPDRTANT.•FURNISH THIS ADRAWING M ALL�CONTRACTDRS INCLUDBIG THE INSTALLERS.L NUTES ON THIS DRAWMGt```,�\ T''�., REF LET-IN V E R T Trusses require extreme c In fabricating,handling,shipping,InstalUn and bracing, Refer to and 9u ng. g• PP B. a B• fotlor the latest edition of HCSI(Bulltling Component Safety Information,by TPI and SHCA)for safety . .� •� DATE 10/01/14 pracSlc¢s prior to periorming thane functions, Installers stall pravltle temporary bracng per HCSI. �j unless noted otherwise,top chord shall have properly attached structural sheathing and bottom hard `���� `�J'; DRWG GBLLETIN1014 shop have a property attached rigid setting. Locations shorn For permanent lateral restraint of Face N /I//� Lip ffr��� �I I shop have bracing Installed per HCSI sections oc io r ele, s pperma e. Apply plates to each Fac¢ Q II il-J)�Ii�\ II� of eru s and position a horn above don the Joint Details,unless notetl otherwise. - II I�L� Illl \VVI Refer to drawings I.n" for standard plots positions. Alpine,a division of ITV Building Components Group Inc shall not be responsible for any deviation From - AN ITW COMPANY this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling,shipping, — STHHTC OFMAX, TAT, LD. 60 PSF Installation 6 bracing f trusses. A seal on this drarhg or cover page listing this drawing,Indicates acceptance of professbnat : nginrering responsibility solely for the design shown. The uitablity and use of this drawing 9 '�/ �•.,� /� `URA FAC, ANY for any structure is the responsbllity of the Building Designer per AMSI/TPI 1 Sec2 C OR 13389 Lakefront Drive i Earth City.Mo 63046 For more Information see this jab's general notes page and these web sltes, '� � "MAX, SPACING 24,0- ALPINE,www.atp[neltw.com,TPD rrw.tpinst.orgi SBCA,w r.sbcindustry.orgl IM wwwk—Fe.org i� Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better. Unless specified otherwise on engineer's sealed design, for vertical Bot Chord 2x4 SP #2N or SPF #1/#2 or better, valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, web, same species and grade or better, attached with 10d box (0,128' x 3,0') nails at 6' o,c, In lieu of 'T' reinforcement, 2x4 Continuous Attach each valley to every supporting truss with) Lateral Restraint applled at mid-length of web is permitted with diagonal (2) 16d box (0,135' x 3,5') nails toe-nalled for bracing as shown in DRWG BRCLBANC1014, ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Top chord of truss beneath valley set must be braced with) Or properly attached, rated sheathing applied prior to valley truss ASCE 7-10 140 mph, 30' Mean Height, Enclosed Installation, Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Or Purlins at 24' o,c, or as otherwise specified on engineer's sealed design Bottom chord may be square or pitched cut Or as shown, By valley trusses used in lieu of purlin spacing as specified on Valleys short enough to be cut as solid triangular Engineer's sealed design, members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from xx Note that the pu m truss separate 2x4 members. beneath the valleyIII , d, � � ' All plates shown are ITW BCG Wave Plates, ++ Larger spans may �r�'� ""« ,�#�r�,�. •K not exceed 14'-0 +` ' r* �¢�,."��aa,,,+°rr o, _•�. 04 3X4t 12 a e 12 Mnx, I— Spacing 2X4 X4 Opp IWO Pitched Cut m \ i S r+ «.� C€1 «,+ -4 a Hip 8-0-0 max Bottom Chord P". o �� Valley B r"`+►d ° ��"' oho a tail 4X4 Toe-wiled , i '«K+► ae"« ✓-, m s�; a .. ",^ $ 12 12 Max. X3 ll S t IX3 ::1X3 6-0-0 �1�� II II a 4 1X3 5X4/SPL (Max Spacing) 1X3 2X4 Q peg, SP Common Trusses 20-0-0 (++) -I Partial Framing Supporting trusses at 24' o,c, maximum spacing. at 2 O.C. Plan • llluuuuluuq -WARNING w READ AND FOLLOW ALL NOTES ON THIS➢RAvwa TC LL 30 30 40 PSF REF VALLEY DETAIL ne1PpRTANTss FURNISN CG THIS DRAWING TO ALL NTRACTORS INCLUDING THE INSTALLERS. `�`_`� - J , �., Trusses require treme core In fabricating,handling,shipping,InstalUng d braclnB• Refer to al �c-^G.'.* tt Folios the latest edition of SCSI CBullding Comppnent Safety]nFornatlon,by TPI and SBCA)for soFety �`\m.8 �a;A=_r�:`�,�,`�,�^TC DL 20 15 7 PSF DATE 10/O1/2014 practices prior to performing these Fun.tions, Installers shall provide temporary bracln per HCSG •a, ' ` t Unless noted nth—l—top hold.hall have properly attached structural h-thIna am�bottom chord $" DL 10 10 10 PSF DRWG VAL160101014 shell have a properly attached Igld eelling. Locations shorn for permanent lateral restraint f ebz /rf;i _G�.' shall have bracing Installed per HCSI sections B3,H7 or BIO,as applicable. Apply plot..to each face �' r d II ILJ1� I� Re truce and pocltl6G o car above and on th.Joint➢elalle,oils.s noted otherrlcn = j �.BE LL 0 0 0 PSF II I�IIILLJII�'�� II�~ Refer to dro•Ings 160A-Z For standard plot.posltlons. Alpine, division of ITV BuIlding Components Group Inc.shall of be responsible for y deviation from TQ T, LD. 60 55 57PSF Ml1TWOOMPANY This draring,any fpllurr to build the truss In eonfornance rIth ANSI/TPI 1,or for handling,shipping, T.ATE OF Installatbn L brncing f trvsses. A eal on this dra•4g or cover page listing thl.d-aring,bldcat.....optt—of profvscbnal '}`� � '.. mga so ri,e responsibility sorely for the design shos. me sultebllty arw a of this tlrar4g :�L,. (�j t. �� ,•��,,, UR,FAC.1.25/1.33 1.15 1.15 for y tructure Is the rosponsWOlty of the BuAtling➢esigner per ANSI/TPI 1 Sec2 im �/`� l EerlhC lk,MO 63046 J 0 ge and these eb sites, C�lT ""`•^-^"'`���,�v� y For more Information see this job's general notes ppaa '6 U n �`` SPACING 24,0' ALPINE,•rr.alpineltr,eoni TPI,r.s.tpinst.orgi SBCA,viewsbclndustry—gi ICO rrr•Ic...fe.org t rr:,�Iil Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 In Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Hldg. located anywhere In roof, Exp C, Wind DL= 5.0 sf (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 shot( provide diagonal bracing or any other suitable anchorage to permanently restrain pur(Ins, 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. xx Refer to Engineer's sealed truss design drawing for plggybnck and base Itruss specifications. Detail A P u r l i n Spacing - 24' o,c. o r less Piggyback cap truss slant nailed to all top chord 12 purlin bracing with <2) 16d box nalls (0.135'x3.5') and secure top chord with 2x4 03 grade scab Up to 12 (1 side only at each end) attached with 2 rows of IOd box nails (0.128'x3') at 4' o.c. 4' 2' 21 4' Attach purlin bracing to the Flat top chord using (2) 16d box nails (0.135'x3.5'). 2' The top chord #3 grade 2x4 scab may be replaced Purlln Spacing = with either of the Following) (1) 3X8 Trulox 24' o.c, max plate attached with (8) 0.120'xl.375' nails, (4) Into cap TC B, (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'xl.375' nails. Notes Nailing thru holes of Top Chord Scab (Typical Each End) Flat top chord purlins required at both wave plate Is acceptable. ends and at 24' max o,c, spacing In between. Detail B P u r l i n Spacing / 24' o,e. x In addition, provide connection with one of the following methods( Piggyback cap truss slant nailed to all top chord purlin Trulox bracing with (2) 16d box nails (0.135'x3.5') and secure top Use 3X8 Trulox plates for 2x4 chord member, and chord with 2x4 03 grade scab (I side only at each end) 3X10 Trulox plates for 2x6 and larger chord attached with 2 rows of IOd box nails <0.128'x3') at 4' o.c, members. Attach to each face @ 8' o.c. with (4) 0.120'xl.375' malls Into cap bottom chord and (4) Attach purlin bracing to the flat top chord In base truss top chord. Trulox plates may be 12 using a minimum of (2) 16d box palls (0.135'x3.5'), staggered 4' o.c. front to back faces. Up to 12 APA Rated Gusset 8'x8'x7/16' <min) APA rated sheathing gussets (each face). Attach @ 8' o.c. with (8) 6d common (0.113'x2') nalls per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets 4' 2, © 2 4' may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2' NI q2x4 SPF 42, full chord depth scabs (each face), Attach @ 8' o,c, with (6) 10d box nails (0.128'x3') Per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c. Front to back faces. Purlln Spacing > 28PB Wave P1cl yback Plate 24' o.c, max One 28PB wave pI gyback plate to each Fnce Full @ 8' o,c. Attach eeth to piggyback at time of Top Chord Scab (Typical Each End) Chord Flat top chord purlins required at fabrlcation, Attach to supporting truss with Depth both ends, purlin spacing ) 24' O.C. Pig Piggyback L fates may be staggered per ply. p4' o.c, front Notes If purlins or sheathing are not specified on the flat top of the base to gback Faces, y g9 truss, purlins must be Installed at 24' o.c. max. and use Detall A. wxVARNINGixw READ AND FDLLDV ALL NOTES ON THIS➢RAVINGI �v `\ �I r —IMPORTANT- FURNISH THIS WAVING TO ALL CONTRACTORS INCLIRIIN(i THE INSTALLERS. `���+ f6ii REF PIGGYBACK Trusses require extreme care In fabrlCating,handling,shipping,Installing and bracing. Refer to and /�C T fallow the Lutes t edition of BCSI(Building component Safety Information,by TPI and SBCA)for safety ��CE, ��/J- DATE 10/O1/14 Cm prior to performing these functions. Installers shall provide temporary brodng per BCSI. Unless noted otherrlse,top chord hall have properly attached structural sheathing end bottom chord DRWG PB160101014 shall have properly attached rigld telling. Locations shorn for permanent lateral restraint of webs shall have bracing Installed per BCSI sand on the J or DBID,et as applicable. Apply plater to each face _ of trues ntl orlon a shorn above and on tha Joint➢atasr,unless noted otherwise. ReFer to drorings 16OA-Z for standard plate positions. Mile, division of ITV Building components Group Inc.shall not be responsible for any deviation from ="() C- AN FiW COMPANY this drawing,any failure to build the truss In conformance with ANSI/TPI 1,or for handling,sNpping, rc op C Installation I.bracing of trusses. A l on this drawing over page ILth ro g this drawing,Indicates acceptance of pfessional mglneering re ponslbitlty solely for the design shown. The suitabllity and use of this drawh8 13389 Lakefront ruc for any sttre Is the responsibility of the Building Designer per ANSI/TPI 1 Sec2. dA ` Eadh C MO 633045 For more Information see this Job's general notes page and these web sites �An! p]� ``A� w y' ALPINE,wrw.alpineltw.coml TPI,rrr.tpinst.orgl SECA-wvw.sbclndurtry.orgl ICO vrw.lccsafe.org fA 4 0 \ SPACING 24,0 ' ll17N1111111111\ X Hip Frame Details Hip Frame W4X4, Min, B —� Common 24' �— Trusses Typ, W1.SX3 Typ. Er a aPitched tepped Hip ym Trusses 2x4 Chords 2x4 Purlins Setback] n c #1 Hip and Sheathed Chord Area -- Hip Framew --- -------------------------------- ----------------------- - B Bottom Chord W3X4, Min, o- Attach hip frame to flat chords of stepped hips at nil overlapping points with (2) 0.131'x3,5" nails W3X4, Min. Hip Frame, 'R' Bottom chord of hip frame to be attached to #1 hip with 0,131'x3,5' nails @ 6' c,c, maximum spacing. Hip frame stops at plumb cut of T� Hip Frame jacks to maintain pitch continuity, Section B—B NE Hip frame lumber is SPF, So, Pine, HF, or DFL Standard, Stud grade, or better, See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required. 'R' Hip frame chords may be trimmed up to 2" to fit. Hip purlins must be intact and properly attached, �— Setback �-f Stepped System Trusses Use this detail for; ASCE 7-10, 180 mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame - provided by truss manufacturer, ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated. Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So, Pine lumber, Residential, Wind TC DL=4,2 psf, Kzt=1,00 Structura anels must be properly attached directly .To hi�R\o'� 1i0tarlins, •-VARNINGPw READ AND FOLLOV ALL'NOTES ON THIS DRAVINGI o` (�, /,9j'% REF HIP FRAME WKPORTANTu FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, rQ' \Cj��u(1 d Trusses require extreme care In fabricating,handling,shipping,Installing and bracing. Refer to and 1 \ V folio,the latest edltlon of SCSI(Bulldlnp Component Safety Informailon,by TPI old SBCAI for safety Na r1 s DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. - Unless noted otherwise,top chord hall hove properly ottoched structurol sheothing and bottom chord E J c DRWG HIPFR1801014 shall noted properly attached IBId Cclling. Locations shaven for permanent lateral restraint of ebs, _ - fl shad have bracing Installed per BCSI sections the J or B10,as applicable. Apply plates to each.Paco Q III II�IILI.I--JAI of truss and Ings 6O as shorn above and a the Joint Deta0.s,unless'notetl otherwise. S/TA E OF Refer to drawings 160A-Z for standard plate positions. .Q Alpine, division of ITV Building Components Group Inc.shall not be responsible for any deviation from 9 Q AN ITW COMPANY tNs drawiing,ony failure to bWld the truss in conFormance with ANSI/TPI 1,or for handling,shipping, InstoHailon 6 bracing F trusses. A seal on tins drawing or cover page listing this drawing,Indicates acceptance of professional �&t 13389 Lakefront Drive fowl•any�stru pr�s1Uthesrlely for esponsm0.ty of the BuRding Deslgu p shoem. The ery and ANSI/Pe of this l Sect drawing ry/ Far more Information see this b's general notes page and these web sites, �� �" 1\ C Earlh City,M083045 ALPINE,•wwalpineltw.comi TPD www.tpinct.org SBCAi wrw.sbcndustry.orgl IM ww...—Fe.org /,'ISIAAl111111161I1 \\ CLR Reinforcing Member Substitution T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf, Is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method Is desired, L-Reinf. Apply to either side of web narrow face, Attach with 10d (0.128'x3.0',min) nails at 6' o,c. Reinforcing member Is Notes a minimum 80% of web member length, This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement, Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re-run design with appropriate reinforcement type. T-ReinF, L-ReinF, Web Member Specified CLR Alternative Reinforecement Scab Reinforcement Size Restraint T- or L- Reinf, Scab Relnf, 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web, 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face, Attach with 10d (0,128'x3.0',min) nails 2x6 1 row 2x4 1-2x6 at 6' o.c. Reinforcing member Is a 2x6 2 rows 2x6 2-2x4M minimum 80% of web member length, 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6OK) Scab Reinf. T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, (Xi Center scab on wide face of web. Apply (1) scab to each face of web, uyARNINGI..READ AND FOLLOV ALL NOTES a THIS DRAVINGI �11 //, ..INPDRTANT..FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, i_ TC LL PSF REF CLR Subst, Trusses quire a treme care In fabricating,handling,shlpping,Installing and brocIng, Refer to and ;� `� ��� Folla.the latest edition of BCSI(B.tding Conponent Safety InFornatlon,by TP[antl SBCA)For safety wQ' ! TC DL PSF DATE 10/01/14 practices prior to performing these functions, Installers shall Provlde temporary bradng per BCSL `� ` �1�E/V Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid telling. Locations shown For permanent lateral restraint of webs V(tIR� -BC DL PSF DRWG BRCLBSUB1014 shall have bracing Installed per BLSI sections B3,B7 or B10,as oppllcabla. Apply plates to each face $L` LL PSF III III I� III�f� f truss and position a horn above and on the Joint Details,unless noted otherwise. Refer to drawings 160A-Z for standard plot,positions. — Alpine, division of ITV Building Components Group Inc,shall t be esponslble for y deviation from = SOT, LD, PSF AN IiW COMPANY this drawing, u Failure to build the truss In conformance with ANSI/TPI 1,or for handling,skipping, .fl /� O Installation L b .ing f trusses, A seal on this d-..Ing or cover page Ust4,g this dra.4rg,Indicates acceptance of professional Y ` t, engIneerhg responsromty solely For the design sham The suitability and use of thls dro.lno v�© _ � R�Q f- DUR, FAC, 13389 Lakefront Drive far any structure Is the responsibility of the Bulding Designer per ANSVTPI 1 SecZ Earth City.MO 63045 Fa-more In Formation e a this,Job's general notes page and these web Ites, 6�4�F���I�(��`, ��Si�ai SPACING ALPINE,r r,alpineit..eomt TPI w.w.tpInst.orgl SBCA,..rsbcImd—try.orgi ICO...Jeesof..org e' 1.1 a �'//UI I111111U11N11 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 ply trusses with 2x4 or Maximum Member Axial Force 2x6 broken members, No more than one break per chord panel Member Size L SPF-C HF DF-L SYP and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail, Web ❑nlY 2x4 12° 620# 635# 730# 800# (B) = Damaged area, 12' max length of damaged section Web Only 2x4 18' 975# 1055# 1295# 1415# (L) = Minimum nalLing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and Web 'or Chord 2x4 975# 1055# 1495# 1745# species as damaged member, Apply one scab per face. 24' Minimum side member Lengths) = (2)(L) + (B) Web or Chord 2x6 1465# 1585# 2245# 2620# Scab member length (S) must be within the broken panel. Web Or Chord 2x4 Nalt Into 2x4 members using two (2) rows at 4' o,c„ rows staggered. 1910# 1960# 2315# 2555#. Nall Into 2x6 members using three (3) rows at 4' o.c., rows staggered. 30°Web or Chord 2x6 2230# 2365# 3125# 3575# Nail using 10d box or gun nails (0.128'x3', min) into each side member. The maximum permitted lumber grade for use with this Web or Chord 2x4 36' 2470# 2530# 2930# 3210# detail is Limited to visual grade #1 and MSR grade 1650f. Web or Chord 2x6 3535# 3635# 4295# 4745# This repair detail may be used for broken connector plate at mid-panel splices, Web or Chord 2x4 2975# 3045# 3505# 3835# This repair detail may not be used for damaged chord or web Web or Chord 2x6 42' 4395# 45004 5225# 5725# sections occurring within the connector plate area. Broken chord may not support any tie-in loads, Web or Chord 2x4 3460# 3540# 4070# 4445# 48" Web or Chord 2x6 5165# 5280# 6095# 66604 S Hlnlnun L Distance B L L L 4' o,c, S T__'�Ty ~ L + O + O + O + O L O + O + O + O + Hlnlnun �e �I L Distance —I 2 F- Stagger L r + = Back Face 10d Box (0.128' x 3', min) Nailsl O= Front Face 2x4 Member - Double Row Staggered 2x6 Member - Trite Row taggered M I I I Nail Spacing Detail t,,a " '�°"' '� B, L WARNINGI> READ AND FOLLOV ALL NOTES IN THIS DRAVINGI \ REF MEMBER REPAIR ewDWaRTANT�w FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �� P, GE1V �.+� Trusses require xtrene cor.In fabrkating,handling,shipping,Inatalgng and bracing. Refer to and ` l7 Follow the latest edition of SCSI CBuiLding Component Safety Infornatlon,by TPI and SBCA1 for s,Fety N �:\ DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. N0. \_ Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chordDRWG REPCHRD1014 shall have a properly attached rigid telling. Locations shorn For permanent lateral restraint of webs m ���r� O� shall have and position InstaDed per BCSI sections B3, J a Det s unless no Apply plates to'each face Yi ` Q Illlll��\VVIII f truss and position as shorn above and an the Joint Deta0.s,unless noted otherwise, TE OF ` Refer to drawings I6OA-Z for stdntlord plate posl{lons. Alpine, division of ITV Building Components Group Inc shall not be responsible for any deviation from$ AN I'fW COMPANY this nwing,any r,Iure to bWld the truss In conformance with ANSI/TPI 1,or for handling,shipping, ` InsLallatl V. on 6 bracing of trusses. �i Q �Z O p 70 A seal on this drawing cover page listing this draring,Indkates acceptance of professional 11. �0. FT � engineering responslbltlty solely for the design shown. The suitability d use of this draw rif 13389 Lakefront Drive For any structure Is the responsibility of the Building Designer per ANSI/TPI 1 S.C.R. S�alYAL� ` L Earth City,MOfi3045 nor ALPINE�r ralpineltr.conlr Q aTPferrw.tipinst.orgle BCA�rrr,sbcl notes pndustry.o eIe and elCCse rwwrA ceb safe.arg ,/�/ffl/II I10.10.t SPACING 24,0° MAX ,r t THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' D.C. MAX. STANDARD BOTTOM CHORD FALSE FRAME DETAILS SPACING AND 1OPSF MAX. CEILING LOAD., WITH THE EXCEPTIONS NOTED ON THIS SHEET D❑ NOT USE THIS DETAIL FOR, 1, STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS), 2. INTERIOR BEARINGS AT ANY LOCATION ON THE TRUSS. 3. LOADS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. 4. DRAG LOADS CONNECTED TO THE FALSE FRAME. 5. TOP CHORD APPLIED FALSE FRAMES, � 6. LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL. 7, VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'), FILLER ----- 8. FALSE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. 4' 0' OC MAX, LENGTH TO TRIM FILLER EXISTING FILLER NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES GENERAL N❑TES, NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, LOAD CONDITIONS OR SUPPORT CONDITIONS, BRACING REQUIREMENTS MAY - USE #2 OR BETTER (1450F FOR- MSR) MATERIAL FOR FALSE CHANGE BASED ON THE NEW FRAME L❑CATIONS AFTER MODIFICATION, FRAME CHORDS. SHOP APPLIED - USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION. - LOCATE VERTICALS AT 4'-0' ❑,C. MAX., OR SEE NEXT OPTION. USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN (4' MAX. PANEL LENGTH). ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE), x APPLY REQUIRED BRACING (SEE BELOW). - ❑PTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX, I FIELD APPLIED - FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS), - PLACE FALSE FRAME CHORD IN-PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE xLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. CHORD OF THE ORIGINAL TRUSS, SINCE MANY FACTORS AFFECT THE - J❑IN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND (0,128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN. VERTICAL BLOCK) LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A - MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO -EACH FACE AND STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE 8d NAILS (0,113x2,5') @ 3' O.C. AT THE FALSE FRAME HEEL JOINT IF BRACING EXCEED 10'-0' O.C. FOR A SINGLE-PLY TRUSS BOTTOM CHORD. DESIRED. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD (0.120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME TRUSS ATTACHED WITH 4 NAILS), CHORD AT 10'-0' D.C. IF THERE IS NO SHEATHING MATERIAL APPLIED - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18, DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER (6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE PER THE LATEST VERSION OF ANSI/TPI, FACE ONLY). •rWARNINGIo READ AND FOLLOW ALL NOTES ON THIS DRAWING! ��`�J /y , REF BC FILLER vrINPORTANT.r THIS FURNISH TS DRAWING TO ALL CONTRACTORS INCLLMING THE INSTALLERS. �� rn' +/f ♦� Trusses require extreme care In fobrlcating,handling,shipping,Installing and bracing. Refer to and Q �`•jGIV� �rr. DATE 10/O1/14 Fall—the latest edition of BCSI(Bullding Component Safety Information,by TPI and SBCA)for fety lJ l7 practic%prior to performing these functions. Installers shall provide temporary bradng per BCSI. unless noted otherrlse,top chord shall have properly attached structural sheathing and bottom chord N \ DRWG REPBCFIL1014 shall have a property attached igid ceiling. Locations shorn Par permanent lateral restraint of rebs - ALP I� I1 shall have md,ppc"O.. Installed per BCSI sections the J or BID,as applicable.no Apply plates to each face O IUI\\\\Vllll F truss M Itlon a shorn above and on the Joint Detoes,uNess noted otherrlse. AG Refer to drarings 160A-Z for standard plate positions. r Alpine,a division of ITV Building Components Group Inc.shall not be responsible for any deviation from. /S rF C AN fTW COMPANY this droring,any failure to bWld the truss In conformance.Ith ANSI/TPI 1,or for handling,shipping, / A "' Vl I Zz lnstallatlon 6 bracing of trusses. tZ„ !, A seol this drav4q over page listing this draving,trdkates acceptance of professknal nglncer4g responsibility solely for the design shorn The sultob4lty nd se of tins droving 13389 Lakefront Drive far any structure Is the responsibility of the Bultding Designer per ANSI/TPI I Sect �� .C��t Earth City,MO 63045 For more Informatlon see this Job's general notes page and these deb sites, ,`'H ) A vt` ALPINE r r.alpineltr.com,TP➢rrr.tpinst.oro,SBCA,rrr.sbclndustry—ti,ICG v..Jccs fe,orrg //ryp�S'� NFt�V�%0` ,11111111. 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 hilt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, K•zt = 1,00. wind TC DL=4.2 psf, wind BC DL=6,0 psf, Kzt = 1,00. Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length, Attach overhang scab to one face of top chord with 10d box (0,128°x3,0", min) " nails at 8" o.c, plus clusters of four nails where shown in figure below 00. NOTE: #2 is the minimum lumber grade allowed for all species. NOTE; Add 210# uplift (max.) to reported truss uplift for wall connections, 12 2 TO 12 � 3L a) L 24" MAXIMUM ``ttt R i\1i 11 i 11 f 55+,lff q// ssVARNING"READ AND FDLLOV ALL NOTES ON THIS DRAVINGI �\� oiy TOTAL TOP CHORD REF 2X4 SCAB ❑,H, wwIHPOtITANTw�FURNISH TFOS CRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS � C p� Trusses require extreme care In fabricating,handling,shlpping,'Instalgng and bracing, Refer to and CjGltls +� LOAD NOT T❑ follow the latest edition of BCSI(Bultling Component Sofety Inforentlnn,by TPI and SBCA)for snfety '�`Q' �\ F DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary hradng per BCSI. ` +EXCEED 40 PSF Unless noted otherwise,top chord shalt have properly attached structural sheathing d bottom chord _ No (DEAD PLUS LIVE) DRWG ❑HSCB2X41014 shop have a properly attached Hold ceiling, Locations shorn for permanent lateral restraint of webs stint have and roil Installed per BCSI secd an the J or Dto,as unlessapplicable.no Apply plates to each Face =b d llllll\\\Vv111 P truss nd position c shorn above and an She Joint Details,unless noted otherwise. Refer to drawings 160A-2 for standard plate positions. ATE OFAlpine,a olvlslon of ITV Building Components Group Inc shall not be responsible for any deviation from .S /�` AN RW COMPANY this drawing,any failure to build the truss In confornance.with ANSI/TPI 1,or for handling,shipPing, +Q t� `V Installotlan L bracing of trusses. /�/ A seal on this drawing or cover page listing this drowing,Vx kates acceptance of professional _T sv englneerMg r¢spnnsmlgty solely far the deslgn shown. The suitability and use of tints draeing ey®}' ,� DUR� FACE 1�15/1�25 133B9 Laxelronl Drive Far any structure is the responsibility of the bAding Oosfgner per ANSI/TPI 1.Sec2. ' �ii lk h¢O�1J .� \� {, EartnCity,M0630A5 For or,Information see this job's general notes page and these web sites /fs!/f �+7 t\t��,' ____.ALPINE--www.alpineitw.coni-TPl,-www,tpinst.orgr-SBCA,-wwsbclnductry.orgj IC�IccsoFe.wg .I�y tr SPACING 24+ �r i4 tr - STRONGBACK BRIDGING RECOMMENDATIONS eurr SlRONOBAcx ®Al scab-on blocks shall be a minimum 2x4"strew graded lumber.' BRIDGNOTOOEHHi ®All strongback bridging and bracing shall be a-minimum 2c6"stress graded lumber.' 41,0" i►The purpose of strongback bridging Is to develop load sharing between Individual misses,resulting in an overall increase in the stiffness of the 4'-V W SCAB ATTACH SCAB WrrH 10d BOXIGUN floor system. 2c6 strongback bridging,positioned as shown In details, (0.1287©.0')NAILS N2 ROWS ATS'O.C. is recommended O.C, max.ded at NOTE:IN LIEU OF SPLICNG AS SHOWN.LAP (max) STRONGBACK BRIDGING M13,BHi4 FORAT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL ►The terms"bridging"and'bracing'are sometimes mistakenly used NOTE: Details 1 and 2 are the referred attachment methods interchangeably. 'Bracing'Is an Important structural requirement of ATTACH MONeBACK.ro any floor or roof system. Refer t0 the Truss Design Drawing(fDD)for WEBW/(3)10dCOMMON ® the bracing requirements for each Individual truss component NAI(0.14ff`N:r LSORµ)10d 'Bridging;particularty'strongback bridging"Is a recommendation for O BOWGLN(OAM-60)NAIS a truss system to help control vibration. In addition to aiding in the distribution of point loads between adjacent truss,strongback bridging serves to reduce'bounce'or residual vibration resulting from moving point loads,such as footsteps. The performance of all floor systems are enhanced by the Installation of strongback bridging and therefore is strongly recommended by ITW Building Compents Group Inc. ° STRONGBACK BRIDGING SPACING ftH.8Ji8 Up a 117 Nam For additional information regarding strongback bridging,refer to BCSI 10 toW I raw(at cantor"°Po" (Building Component S (2)10d COMMON(0.14e,a.0)OR 2a m sa 2,n,,1.s..d, 9 Po Safety Information).. BOXIGUN(0.128WIM NAILS AT TOP W(MINIMUM)STRONGBACK, �'mom'31t>ty"1trt eachY Pon AND BOTTOM OF 2»4 SCAB-ON BLOCK RESTRAINED AT EACH END. O TM4(Y ISpacs r we 21117 or-- ATTACH STRONGBACK TO BLOCK W/ (3)10d COMMON(0.14M.07 NAILS OR (4)10d BOWGUN(0.128-c3.(r)NAIS. O o o ATTACH STRONGW= TO BOTTOM CHORD WITH STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES (2)1H0-3' �luuww -iARN[X0-R&D AND FOIJAi All NOT89 ON 71M:ffifl "01 A�T�,,1 r gatr.ar„"me te,.In f.brlvllny,hamha Wpplw.t°dal lna.ad bracing. l:da t.and foU-B=(Baudtna ��o`� 'i., TC LL PSF REF STRONGBACK Compoaenl 9ddy dormetloa Dy TPI end t7CA)lac ufdy pneLlen ydor to yedormBy lhne fwa0ona. In.lallm.•Dell �� � Dm.e°° 1�etti.�Wd n6U.& II�ile`d°.dh-f.pem�eo t 2 t`rel� �ne,e TC DL PSF DATE 2/28/i l bre.1.,Ia.tdlad par DCBI-11-n k B7. B«W.JW.doamal°°l..M.tar mina dma W. 'BC DL PSF DRWG STRBRIBRO211 "OO`OR7ANF'� ➢11RNIM COPY OF TEM DESIGN TO DWAIJATION COMACTOR. N A rM&Uldloa Camponeel.Omp Ina(Ifi=)•ball not be teepondble for any dmdfon On=thl•dedao,any f.Dma t.Ddld Iv C LL PSF the trap to oodornwnw•dt6 T7L or f•brlwlma,hendNaa,.hipylna,Indelltry k bradna d lravn. TIfDCO oomedor plain Btt96p 0atpo°rn Otolq Yw m.d.d 7D/IB/l: (t•}(/BT AM AM and.sT/0/B0(L/R/LS)µha A-L Apply DLtw to°Bah I-d hr _� �X ad nab- Darn oad on Joint Death _ ,p. ..TOT. LD. PSF AA°..I W.dnwy Q tt.r:pale mdlmt..•.7U—and prd.elncd®elmartae ra.p®dmmy mWy tar U.era.. � OTATE OF Q . -paeenl Medan.hem. Th..olteb=j e W an th1.aomp-t lu any bdldtaa L.IDa ty d tha BaBdtn[ +'� Dedaeer par AR TMI I Bat.L �''S7, ''� ®�\ � ��I�� DUR. FAC. 1.00 m-=:—It.Uj• •M-Apm.Lt rML-•.r..bdndadry. =I=rrcltra•f..ora hm 1ly,M0 W" SPACING c�dn+auuuuu++"� o