No preview available
HomeMy WebLinkAboutTrussRANEY COMPONENTS �)?ey 19900 Independence Blvd. Groveland, FI34736 omponents, w one: (352)429-9429 ' (352)429-0304 • Fax: (352)429-7429 Cover Sheet Order # JOB # 136DCS122 Printed: Fri, Aug 4 2017 jov inrormanon: Address: FOR Name and License Number. ustomerName: Creekside Lot 122 iR Horton 8452 Cobblestone Dr ascription: City, State, ZJp: EDB-Arden-1969 "D" OL OW Port St Lucie, FL I d" I" # t" oa mg orma ion. Root Loads: TC Live: TC Dead: BC Live: BC Dead: Floor Loads: TC Live. TC Dead: BC Live: BC Dead: 20 7 0 10 40 10 0 .5 Bldg. Code: Wind Star: Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C WIM Pages or sheets covered by this seal from: 1 thru # DESCRIPTION SEQNO # 46 Total 46 DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 A01A 2 A01 3 A01B 4 A02 5 A03 6 A04A 7 A06 8 A04 9 A07 10 B01 11 B01GB 12 B02 13 Cot 14 C01GB 15 MV01 16 MV02 17 MV03 18 MV04 19 MV05 20 41_1 21 41_2 22 4M1 23 4MG 24 ER 25 13J5 26 BJ3 27 BJi 28 CJ7 29 4EJ3 30 413J1 31 4CJ3 32 Fri 33 FT2 34 FT3 35 FT4 36 FT6 37 FT7 38 Fr5 39 FT8 40 FT9 41 FT10 42 FT11 43 FT12 44 FG1 45 FTG1 46 FTG2 Manuel Digitally signed by Manuel Martinez DN:c=US-lv,, Trust ACES Business Representative, ou-MAND E ASSOCIATES PA., m Manuei Martinez, 9.92342.19200300.100.1.1=A010980000 • f' n e2-Aate`2017A8.o416A3:Ion: 00#A64CF$PE960000211F 00' Adobe Acrobat DC veriion: r@f 2016.006.30306 Q 04.718 w 9P �r e STATE OF 141 40 01 5A 38 FF 50 81 BO BB 7F 48 00 99 2E 85 FB *,UitemknWenc1aWasicaHls�ttad' "aicdbyt ouWMiarttnez, MOO tk.0471921 as tha&1t rtrawa abve u-ang a SHA-1 wAentlsatknmde. ?srlutedxs:piasadchia dvea-€nat.ar4not ceisfdsumd d+J ss�alatk and t1•,e5k''a2 aVffi9Ati<at =each rft�k U*Mf&i= wfd"trank Ii flee Copy Page 1 of 1 4 E Job Number: 136DCS122 Ply: 1 SEQN: 685462 / T2 / COMN 4EDB-Arden-1969 "D" OIL OW /DR Horton /4EDB-Arden-1969 "D" OL OW Qty: 1 FROM: AH DRW. Truss Label: A01A Wgt 114.8 Ibs .. / ... 08/04/17 T10"8 12'6" 17'1"8 24'8"14 T10"8 i47 6 47"8 776 D=4X4 12 03X4C E3X4 6f7 io 0 i =4X4(A2) B F=3X4(B1) AR T J I 'H G 1112X4 =3X8 =3X4 1112X4 1' T812 4'9"4 1'6" 1 3'3"4 7'5"10 T8"12 12'6' 14' 1T3"4 24'8"14 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deff/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct[ NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.052 1 999 240 B 999 / 628 / 588 / - / 260 / 6.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.120 1 999 180 F 933 / 577 1515 ! - / - 12.9 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.023 G - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.053 G - - (T )� B Min Br Width Re 1.5 9 q = NCBCLL: 00 Mean Height: 21.38 ft Code / MiscI Criteria CreepFactor. 1.5 F Min Brg Width Req = 1.5 Soffit: 2.00 2. TCDL: 4.2 psf BCDL: 6.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.466 Bearings B & F are a rigid surface. 9 9 Load Duration: 1.25 " MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Rep Factors Used: Yes Max BC CSI: 0.447 Max Web CSI: 0.411 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 C&C Dist a: 3.00 ft 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 27 0 D - E 783 -10M Wind Duration:1.60 WAVE VIEW Ver:16.02.01D.0314.13 B-C 954-1553 E-F 936 -1523 Lumber C - D 784 -1090 Value Set: 13B (Effective 6/112013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 B - J 1313 -739 H - G 1278 -720 Lumber value set "136" uses design values J - 1 1309 -73B G - F 1281 -721 approved 1/30/2013 by ALSC I - H 1278 -720 Wind 0Maximum Web Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Webs Tens.Comp-Webs Tens. Comp. v J- C 280 33 I- E 417 485 440 A+ C -1 - 526 E - G 263 - 21 No ', D-I 719 -544 +QvSTATE OF 40 013A38 FF 50 8180 8137F49 00 99 2E 85 FB aialsfaetaciiazt<vecvaa�- ... zt},nedanAsaatmd6yNaaavau3Hurt4rtis Y E VL. Lk.947mi an the data smwrs abam Wng a sRrS S endsaa�xacxde. Pv�tnd c��tthss drx�natsxm notcrosY➢i^.twaid s£�na� aaasi z�6' aaa6 tta2�it,3a3�'tra2e.:flernszrfrmacrif�d wsaffrr�cctrank catims., **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, bV TPI ana'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-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 ANSIrfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this dgrawing or cover page, listing this drawing indicates acceptance of pro es engineering responsibility solely for the design shown. The suitability, and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.el ine1tw.com; TPI: www. 1nst.o ; SBCA' www.sbcindu .com; ICC: wwwjccsafe.orq Job Number: 136DCS122 Ply: 1 SEQN: 685463 / T14 / SPEC 4EDB-Arden-1969 "D" OIL OW /DR Horton /4EDB-Arden-1969 "D" OL OWF City: 5 FROM: AH DRW: Truss Label: A01 I Wgt: 114.8 Ibs .. / ... 08/04/17 M -73 7'10"8 12'6" Li� 1TV 248"14 t• 710"8 + 4'7"8 r ... 47"8 T7"6 1' 7'8"12 7'8"12 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 21.38 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/3012013 by ALSC Hangers / Ties Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Bearing at location x--24'5"14 uses the following support conditions: Bearing F (24'5"14, 18'1"14) HUS26 Supporting Member: (2)2x6 SP 91 (14) 0.148"x3" nails into supporting member, (4) 0.148"x3" nails into supported member. Wind Member design based on both MWFRS and C&C. 912X4 m3X8 o3M 102X4 4'9'4 1'6" 3'3"4 12'6" ' 14' + ITTA Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Pf: NA Ce: NA VERT(LL): 0.052 1 999 240 Lu: NA Cs: NA VERT(TL): 0.120 1 999 180 Snow Duration: NA HORZ(LL): 0.023 G - - HORZ(TL): 0.053 G - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.466 TPI Sid: 2007 Max BC CSI: 0.447 Rep Factors Used: Yes Max Web CS 1: 0.410 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.02.01D.0314.13 7'5"10 24'8"14 ♦ Maximum Reactions (Ibs) Loc R I 1Rw /Rh /RL /W B 998 1628 1588 1- / 260 / 6.0 F 933 1577 /515 /- /- Wind reactions based on MWFRS B Min Brg Width Req = 1.5 F Min Brg Width Req,= - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 D- E 782 -1087 I B - C 954 -1553 E - F 935 -1522 C - D 783 -10M Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1312 -739 H - G 1277 -719 J - 1 1309 - 738 G - F 1280 - 720 1- H 1277 -719 No 0 STATE 40015A38FF5B83 0B57F4900992E85FB Thin Iternh sbt+ citams. 44A ar4Ualad by iA�l Martinis, £'�(EL. Iiz.�liZlr2t ett llie eats shawa aka ag�a8 a s3fdE.z avathentkatlwzoda, -numdcapksadtt&dtormentstanot dnuo&md 110WA?.arad=led ana the Tmm_ wdra staca*Accda rmi-ba ezeAbd.m amidedrarsk mpim Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J - C 280 - 33 I - E 416 -484 C - 1 440 - 526 E - G 263 - 21 D -1 719 - 544 "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 anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted olherwise,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 Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI Pi 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 4EDB Arden-1969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OW I I Qty.11 I FROM: GM464 / TB / COMN DRW_ I Truss Label: A01B Wgt: 117.6lbs / ... 08/04/17 Tl0"8 Tl0"8 12 o3X4 C 6 p ro A l0 =3X4(A1) B A 12'6" 17'1"8 25' 4'7"8 4'7"8 7'10"8 D=4X4 E �3X4 N FL O I F=3X4(All G V I"I K J I H 912X4 m3X8 m3X4 112X4 1' 7'8"12 474 1'6° 1 T3"4 7'8"12 1' 7'8"12 127 14' 17,34 25' 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# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.053 J 999 240 B 1006 / 632 1591 / - / 280 16.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.121 J 999 180 F 1006 / 632 / 591 / - / - / 6.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.024 H - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CMean HORZ(TL): 0.054 H - - B Min Brg Width Req = 1.5 NCBCLL: 10.00 Height: 21.38 ft g Code / Misc Criteria Creep Factor. 1.5 F Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.0 psf BCDL: 5.0 psf . ode: FBC 2014 RES BldgC Max TC CSI: 0.466 Bearings B & F are a rigid surface. g g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.451 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors, Used: Yes Max Web CSI: 0.419 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 it FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp, Chords Tens. Comp_ GCpi: 0.18 Plate Type(s): A - B 27 0 D - E 792 -1104 Wind Duration:1.60 WAVE VIEW Ver:16.02.01D.0314.13 B-C 964-1569 E-F 964 -1569 Lumber C -D 792-1104 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. Comp. Bot chord 2x4 SP #1 Webs 2x4 SP #3 B - K 1327 -712 I - H 1324 -711 Lumber value set "1313" uses design values K - J 1324 -711 H - F 1327 - 712 approved 1/30/2013 by ALSC J - 1 1324 -711 Wind Member design based on both MWFRS and C&C. AN -�, Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. p awtK - C 281 - 35 J - E 443 - 529 x� 047182 It low C - J 443 - 529 E - H 281 - 35 D-J . 739 -554 40 015A38:FF 50 81 BO BB'7F49 0D 99 2E 85 FB Tkir irrsmh4sbtrn clactltasstra3i%z irndani=ladby lv7s tl wart K. Lk.t4nwt on thedate nhawa atAm tatngssNwl ten==n=4a_ rendccpinaithisdmr�st matcarni adt%aa9mdv kd nail #F,e.;.:?�5.3 m�entScatt�s zex8n ms�st xcrifi>�-eat sssg cicctiaa� cmyiaL **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 anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oitherwise,to , chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insTalled per BCSI sections B3, B7 or 610, as applicable. Apply ptales to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawin 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 drrawing or cover page. listing this drawing indicates acceptance of protessiona� engineering responsibility solely for the design shown. The suitbility and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 9 Job Number: 136DCS122 Ply: 1 SEQN: 685465 / T21 / HIPS ' I 4EDB-Arden-1969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OW' Qty: 1 FROM: GM DRW. Truss Label: A02 Wgt: 131.6 Ibs ! ... 08/04/17 T10"8 Tl0"8 11' 14' 17'1"8 Tl"8 '+' 3' + 3'1"8 m4X4 912X4 =3X4 =5X10 I12X4 25' 7'10"8 1' 7'8"12 3'3°4 3' 3'3"4 7'8"12 1' 7'8"12 11' 14' 17'3"4 25' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL ! W B 1006 / 624 / 599 ! - ! 252 16.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.051 K 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.117 K 999 180 G 1006 1624 1599 / - /- / 6.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.023 1 - - Wind reactions based on MWFRS Des EXP: C TL 0.053 1 HORZ - ( ) B Min B Width Re = 1.5 q Code / Misc Criteria .00 NCBCL 10 Height: 21.00 ft g Mean HeiL: Creep Factor: 1.5 G Min Brg Width Req = 1.5 .00 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.468 Bearings B & G are a rigid surface. g g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.441 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.251 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 it FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. A - B 27 0 E - F 880 -1201 GCpi: 0.18 Plate Type(s): VIEW Ver: 16.02.01 D.0314.13 Wind Duration: 1.60 WAVE B - C 970 -1568 F - G 969 -1568 Lumber C- D 887 -1210 G- H 27 0 Value Set: 13B (Effective 6/1/2013) D - E 821 -1022 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 2x4 SP fl3 Chords Tens.Comp. Chords Tens. Comp_ Lumber value set "13B" uses design values B - L 1326 -703 J -1 1322 -733 approved 1/30/2013 by ALSC L - K 1323 -702 i - G 1325 -733 $� K-J 1018 -472 Wind Member design based on both MWFRS and C&C. MAIj "� rt�¢ Maximum Web Forces Per Ply (Ibs) eA� - FEN Webs Tens.Comp. Webs Tens. Comp_ W . e i L - C 271 - 38 J - E 400 - 295 �* C -K 401 -484 J - F 399 462 D - K 403 -299 F - I 269 -36 D-J 122 -117 40 ' STATE OF 40 015A3E Ff 56 81 B0 B13 7F48 00 59 2€ 85 FB raftIternhmbx tkaraz> jApalate!waledbyVan"IVIA0Lnw, �E(ri. Lis.�iT.El�t�svf�a�n'ala¢ave�.dnga5£�3 enr,Gttuvyreda. x'tiatadc�f+asm3thesd srm notce�sied 3�m�an9 �almd �! #hs SEr.?ti3 ent`rr�anced a eerct Cc a�sr3fbad osr ssugdectrar� cm�!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 and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per SCSI sections B3, 67 or t as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z far 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 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 pr a essfona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this'ob's general notes page and these web sites, ALPINE: www.al ineilw.com; TPI: www. Inst.o ; SBCA' www.sbdndu .com; ICC: www.!ccsafe.o Job Number: 136DCS122 Ply: 1 I SEQN: 685466 / T11 / HIPM 4EDB-Arden-1969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OW Qty: 1 FROM: AH DRW: Truss Label: A03 Wgt:141.4 Ibs .. / ... 3X4(A1) B !T A� T10"8 11' 17'10'7 T10"8 3'1"8 6'10"7 12 Gi3X4 6 (a) 24'8"14 6' 10"7 1112X4 E (a) K J I H 012X4 =3X4 =3X4 =4X10 08/04/17 �F M CDto to <O G 1' 7'8"12 1 37,,4 1 3' 1 3'10"7 6'10"7 T8"12 11` 14' 17'10"7 24'8"14 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sfd: ASCE 7-10 Pg: NA Ct NA CAT: NA PP Deflection in foe Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.047 J 999 240 B 1003 / 591 1663 / - / 328 / 4.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.108 J 999 180 G 929 / 614 / 485 ! - /- / - BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.016 C - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(fL): 0.035 H - - B Min Brg Width Req = 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 Bearing B is rigid surface. Soffit: 2.00 BCDL: 5.0 psf eang a Bldg Code: FBC 2014 RES Max TC CSI: 0.541 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2067 Max BC CSI: 0.498 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factorsi Used: Yes Max Web CSI: 0.924 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 27 0 D - E 630 898 Wind Duration: 1.60 WAVE VIEW Ver: 16-02.01D.0314.13 B - C 897 -1558 E - F 630 898 Lumber Hangers / Ties C - D 820 -1216 Value Set: 13B (Effective 6/1/2013) Recommended hanger connections are based on Top chord 2x4 SP #1 manufactu er tested capacities and calculations. Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Conditions�may exist that require different Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP 93 connections than indicated. Refer to manufacturer B - K 1316 -995 I - H 1036 770 publication for additional information. Lumber value set "1313" uses design values gearing atilocation x=24'5"14 uses the following K - J 1313 - 995 H - G 0 0 approved 1/30/2013 by ALSC J -1 10W - 770 Bracing 1) Maximum Web Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on e�eWebs Tens:Comp. Webs Tens. Comp. member. Or 1x4'T" reinforcement. 80% length of web member. Same species & SRB grade or better, K - C 242 -36 E - H 390 -454 attached with 8d Box or Gun (0.113"x2.5",min.)nails`�" C - J 373 -441 H - F 1155 -811 @ 6" oc. D - J 418 -282 F - G 660 -875 Tray Scab(s) D - H 180 -177 We 6 (1) 2x4x0-3-11 x SP #3 scab at each end. Attach 1* 16 to scab to face of chord with: Nails @ B" oc, plus '. additional nail clusters at: BRG.: (0), heel: (0), 1 st STATE: * . . panel point: (0). * e Z .' Wind*�***0' Member design based on both MWFRS and Right end vertical no exposed wind pressure - eto 40015A3EFF5881BOBB7F4800992E85 FB MsItem •tw bieft zalwalsdby MasAmzrtbrcL P££kl., ttc.94701.1 as thedatT Aawa abarm wing a SHl 1 =thentkiUmondc aYftted cs�d docis^.saatmaarm ccrnitb:md @m and srarsd and the .S fA•3 nwr ba medfied-M=Irdxtrm . x"lmi.. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! ' *'IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricatingq handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI and'SBCA) toF safety practices prior to pertorming these functions. Installers shall provide tempora bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propey attache tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or B10, as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted othenn ise. (2efer to drawings 160A-Z for standard plate positrons. Alpine, a division of ITW Buildin Components Group Inc, shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of Vusses.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 pawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this'ob's general notes page and these web sites:. ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA: www.sbdndu .com; [CC: www.lecsafe.oril Job Number: 136DCS122 Ply: 1 SEQN: 685,167 / T18 / HIPS 4EDB-Arden-1969 "D" OL OW [DR Horton /4EDB-Arden-1969 "D" OL OW Qty: 1 FROM: GM DRW: Truss Label: A04A Wgt: 119.0 Ibs .. / ... 08/04/17 4'8" 9' 4'8" 4'4" 7' i%4X6 =3X4 =3X4 =3X8 20'4" + 25' 4'4" 4'8° 1' 9' L 5' 1'10"4 9'1"12 1' 9' 14' 15'10"4 25' 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 Udefl U# LOG R / U / Rw / Rh / RL / W B 1006 1612 / 602 / - / 213 / 6.0 TCDL: 7.00 Speed: 160 mph PIE NA Ce: NA VERT(LL): 0.056 K 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.128 K 999 180 G 1006 1612 1602 / - / - 16.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.025 1 - - Wind reactions based on MWFRS Des Ld:EXP: C HORZ TL 0.057 1 ( ) B Min Br Width Re 1.5 9 q Code / Misc Criteria CL 10.00 NCBCLL: 10.00 Mean Height: 20.50 ft 9 Creep Factor: 1.5 G Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.385 Bearings B & G are a rigid surface. BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.547 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.177 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. A - B 27 0 E - F 947 -1399 GCpi: 0.18 Plate Type(s): VIEW Ver: 16-02.01 D.0314.13 Wind Duration:1.60 WAVE B-C 1077-1646 F-G 1077 -1645 C- D 952 -1405 G- H 27 0 Lumber D - E 928 -1219 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1130/2013 by ALSC Wind Member design based on both MWFRS and C&C. 40015A33FF568180BB7F4900992€85FB rl It llernh"im ckaz3san a"*}%4=d=1 wood by M.�I Marunu, Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - K 1428 - 839 J - 1 1216 - 620 K - J 1216 - 620 I - G 1427 - 870 Maximum Web Forces Per Ply (lbs) Webs Tens.Comp- Webs Tens. Comp. C - K 251 -240 I - E 365 -124 D - K 363 -124 i - F 254 -243 D-I 149 -144 ?£ (�.. LDc..OtTt821 an lhcdare tiharne atxiva t°s�ag a Si44 z�athmesdraxieas �alr_ a�tad eo�tmze�ti�; dtxrraar2ara mt*te�rsid stada�+d s^aaiad and i7sc win l authcnaolkn"Ac nwsi ba*mifbd m =jd"ttank cwDL "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 anc7'SBCA) for safety practices prior to performing these functions. installers shall provide temporary bracing per 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 bracingg 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 Join Details, unless noted otherwise. (2efer 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 lrusses.A seal on this drawing or cover page. listing this drawingg indicates acceptance of professrona7l 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 ANS11TP11 Sec.2. For more information see this lob's oeneral notes oaoe and these web sites: ALPINE: www.aloineitw.com: TPI: www.toinst.om: SBCA : www.sbcindustrv.com: [CC: wwWosafe.ora Job Number: 136DCS122 Ply: 1 SEQN: 685489 / T22 / HIPS 4EDB-Arden-1969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OW Qty: 1 FROM: GM DRW. Truss Label: A06 Wgt:124.6 Ibs / ... 08/04/17 T 10145 14'3"7 19 T 3'10",5 3'5"1 3'8"9 25' Cana =JA4 IOUl4 �oAts C D E F T ,2 T 6 p o 3X1D(B3) B G=3X10(B3) 4- a 1 A H L K a514 J I 1112X4 =3X4 Ib2X4 1' 7'1"12 3'S"1 3'5"3 3"0"4 T1"12 1' T1"12 10'6"(13 14' 1T10°4 25' Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 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): 0.164 E 999 240 B 1947 11155 / - / - / - 16.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.381 E 778 180 G 1947 / 1156 / - / - / - / 6.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.060 1 - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.139 I - - B Min Brg Width Req = 2.3 Mean Height: 20.00 it Code / Misc�Criteria Creep Factor. 1.5 G Min Big Width Req = 2.3 NCBCLL: 0.00 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: 0.662 9 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.684 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: No Max Web CSI: 0.308 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 E - F 2187 =3759 Wind Duration:1.60 WAVE VIEW Ver: 16.02.01 D.0314.13 B-C 2132-3607 F-G 2132 -3608 Lumber C - D 2168 -3735 G - H 27 -24 D - E 2187 - 3758 Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Camp. Lumber value set "l3B" uses design values B - L 3148 -1831 J - 1 3174 -1840 approved 1/30/2013 by ALSC L - K 3173 -1839 I - G 3149 -1832 LoadingI K-J 3768 -2200 Maximum Web Forces Per Ply (Ibs) #1 hip supports 7-0-0 jacks with no webs. e '" Wind y#� Webs Tens.Comp. Webs Tens. Comp. Wind loads and reactions based on MWFRS. C - L 605 -187 E - J 397 -403 ft o _ A C- K 791 -463 J- F 608 -480 K-D 404 -415 I-F 611 -188 a D-J 20 -14 Aft ;. S TAT E :m 40 015A38 FF 58 81 BO BB 7F48 00 99 2E 85 FB 3ii[t laemRastzcmc ak s#�ram'am3: salasi hysaas�tramttnex ? f (R. Lk. 1r7sss.l an the&'& stmwn ots w labs a StWI aL'ttiantita37aXA Ci�SC. ?VA'ed"pkid6esHealed and Ot SNAi aarthwtkadan c d&m—k 8.msarified as mvcl"tmnk cw). . "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, bV TPI anr7'SBCA) toi safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheU 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 JoinfDetails, 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 ANSIlI 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 ANSI1TPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.e ; SBCA: www.sbcindu .com; ]CC: www.icesafe.org Job Number: 136DCS122 Ply: 1 SEQN: 685468 / T10 / HIPM 4EDB-Arden-1969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OW Qty: 1 FROM: AH DRW. Truss Label: A04 I Wgt: 131.6 Ibs .. / ... 08/04/17 4'8" 9' 16'10"7 24'8"14 f 4'8" + 4'4" + 7'10"7 7'107 1112X4 12 6 �2X4 C =3X4(A1) B v in In (a) (a) 4 A J I H 2X6G Ea3X4 =3X4 =4X10 1' 9' 52'10"7 7'10"7 9' 14' 16'10"7 24'8"14 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 20.50 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l38" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP #3 scab at each end. Attach scab to face of chord with: Nails @ 8" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure_ Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Pf: NA Ce: NA VERT(LL): 0.056 J 999 240 Lu: NA Cs: NA VERT(TL): 0.129 J 999 180 Snow Duration: NA HORZ(LL): -0.017 H - - HORZ(TL): 0.038 H - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.695 TPI Std: 2007 Max BC CSI: 0.580 Rep Factors Used: Yes Max Web CSI: 0.920 FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): I VIEW Ver: 16.02.01D.0314.13 WAVE Hangers / Ties Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Bearing at location x=24'5"14 uses the following No 047102 40 015A39 fF 5B 81 BO 813 7F48 CO 99.2E 95 FB rtis ltarsshssL+stz.c{s�4r yz ne�'.aas43 ,afcd 6y AJsaz IMartl;rX' P£aFt,Lit.C4?392(anrfre�aAc slraw�tat�ma as.�gaSit�r. ati#ent�ati�r crsde. 2f-4atad crn r�Sta�daia;Pcrtsrs notcaxsst ccod ifgaudd=U zrd ifas str�: entsai�Ja a^�+ .t�� rertf3�4rae sa°�s$scrranM ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1003 / 590 / 643 1- / 268 14.0 G 929 /590 /469 /- /- /- Wind reactions based on MWFRS B Min Brg Width Req = 1.5 G Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 D-E 819 -1199 B-C 1023 -1643 E-F 819 -1198 C - D 896 -1402 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens_ Comp. B - J 1424 -1099 I - H 1213 - 877 J-1 1213 -877 H-G 0 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - J 251 - 239 E - H 433 -512 D - J 386 -124 H - F 1385 - 946 D - H 96 -104 F - G 644 - 865 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI and'SBCA) f-or safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly 7id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, le. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of failure to build the g or cover page m. The suitability any M 08/04/17 Job Number: 136DCS122 Ply: 1 SEQN: 685490 / T7 / HIPM 4EDB-Arden-1969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OWi Qty: 1 FROM: AH DRW: Truss Label: A07 Wgt: 131.6 Ibs .. / ... ===4 7' 12'11"9 17' 18'9"5 7' + 611"9 + 4'0"7 + 1194 o5X8 012X4 =4X4 ==-5X12 24'8"14 C D E F III1112X6" 12 T 6 (a) V o to 1� X10(B3) B q 11 L K J 1 — H 1112X4 m4X10=4X4 1112X4 i 1' 7'1"12 5'9"13 1101.7 49"5 5'11"9 7'1"12 112'11"9 14' 18'9"5 24'8"14 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C . Des Ld: 37.00 Mean Height: 20.00 it NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwali: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "l38" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 2x6 "T" reinforcement. 80% length of web member. Same species & grade or better, attached with 16d Box or Gun (0. 1 35"x3.5",min.)nails @ 6" oc. Tray Scab(s) (1) 2x4x0-3-11 x SP 93 scab at right end. Attach scab to face of chord with: Nails @ B" oc, plus additional nail clusters at: BRG.: (0), heel: (0), 1st panel point: (0). Loading #1 hip supports 7-0-0 jacks with no webs. Left side jacks have 7-0-0 setback with 0-M cant and 1-0-0 overhang. End jacks have 7-0-0 setback with 0-0-0 cant and 1-0-0 overhang. Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang. Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ctt NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf NA Ce: NA VERT(LL): 0.163 D 999 240 B 1893 11124 / - / - / - Lu: NA Cs: NA VERT(TL): 0.381 D 774 180 H 2O44 / 1189 / - ! - /- Snow Duration: NA HORZ(LL): 0.054 H - - Wind reactions based on MWFRS HORZ(TL): 0.126 H - - B Min Big Width Req = 1.9 Code / Misc; Criteria Creep Factor. 1.5 H Min Brg Width Req = - Bldg Code: FBC 2014 RES Max TC CSI: 0.971 Bearing B is a rigid surface. TPI Std: 2007 Max BC CSI: 0.692 / 4.0 Rep Factors, Used: No Max Web CSI: 0.896 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 27 -24 D - E 2166 -3719 WAVE I VIEW Ver: 16.02.01 D.0314.13 B-C 2076-3519 E-F 2166 -3719 Hangers / Ties C - D 2167 -3720 F - G 13 -23 Recommended hanger connections are based on manufacturfer tested capacities and calculations. Maximum Sot Chord Forces Per Ply (Ibs) Conditions' may exist that require different Chords Tens.Comp. Chords Tens. Comp. connections than indicated. Refer to manufacturer publication! for additional information. g _ L 3076 -1788 88 J - I 2762 -1607 L - K 3076 -17 1 - H 2762 -1607 Bearing at location x=24'S"14 uses the following K - J 2762 -1607 ' wo ya�� Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. VW., ist C- L 647 -158 F- I 279 0 a C - K 718 - 432 F - H 1856 - 3189 D - K 689 - 704 G - H 289 - 298 K - F 1122 - 656 STATE 0 a� 40 015A38 FF 5881! BO BB 7F 48 00 99 2E 85 FB risksram➢=bomekccttrtxkOyzigaadwdsmaiadtryFaarw lNtarthm PE(R. ttc-C4IMI an Via daft shawa aba m wing a 5RX,1 wothcridalkMoade. smtmd copinafthh docu=amv riot axwd rod skmi =A=aiad and*4ml' 3s enikaf evsca4a mv.t 8a uerifk {d onamgmlcdiwk cardas. "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 anc7'SBCA) t safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olhenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a progperryly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg 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 Join Details, unless noted otherwise. i2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or forhandlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility off the Building Designer per ANSI/TP11 Sec.2. 14EDTruss Label: 969 "DS OL OW /DR Horton /4EDB-Arden-1969 "D" OL OWE` �L 103.E Ibs I FROM: AH 69 ! T1 / COMN I DRW i 08/04/17 I 6'4"S 10'10" 15'3"8 21'8" 6'4"8 4'5"8 4'5"8 6'4"B D=4X6 1112X4 =-3X8 =3X4 1112X4 r 1 6'2"12 4'7"4 1'2" 3'S"4 6,2"12 1 6'212 10'10" 12' 15'5"4 217 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 20.96 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Lac. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. a Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl U# Pf: NA Ce: NA VERT(LL): -0.044 J 999 240 Lu: NA Cs: NA VERT(TL): 0.095 J 999 180 Snow Duration: NA HORZ(LL): 0.018 H - - HORZ(TL): 0.041 H - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.498 TPI Sid: 2007 Max BC CSI: 0.310 Rep Factors Used: Yes Max Web CSI: 0.344 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.02.01D.0314.13 No 047182 a� w STATE OF 40 01 SA38 FF 5B 8180 8B 7F48 GO 99.2E 85 FS �rttttumi�as�een olctixe�sasai�fsad.aisd s«alasi by r�9 tAaritna3; ?£ (rL. lEc.9dTF3F2.j nn thbdaLt shoran ots�aa w.�ng a 5tiA<3 aa�tlserl#eazara�la. 4smtnd-pi—fzfk darsrs Aa a�accxUw&d .d si�nea§aaast :salad d ttue 3a direntkaks"ssxeadsmta[$a xnx3fi d.e mfrl"tfsrY_ caoia� ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 880 / 544 / 523 / - / 248 / 4.0 F 880 /544 /523 /- /- 14.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 F Min Brg Width Req = 1.5 Bearings B & F are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp, Chords Tens. Comp_ A- B 27 0 D- E 1098 - 960 I B - C 1324 -1365 E - F 1324 -1365 C- D 1098 - 960 F- G 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - K 1159 - 982 I - H 1156 - 999 K - J 1156 - 981 H - F 1159 -999 J-1 1156 -999 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. K - C 225 - 25 D - J 584 - 603 C - J 554 - 435 E - H 225 - 25 J - E 554 -435 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "*IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ]uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, byy TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly Cid ceiling.Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, e._ Apply plates to each face_ of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to any its drawin any failure to build the on this drawing or cover page Le design shown. The suitability Job Number: 136DCS122 Ply: 1 SEQN: 685498 / T4 / GABL 4EDB-Arden-I969 "D" OL OW /DR Horton A EDB-Arden-1 969 "D" OL OW Qty: 1 FROM: AH DRW: Truss Label: B01GB ! Wgt 140.0 Ibs / ... 08/04/17 10'10° 10,10" �-17 —}- 1'4- -� (TYP) J H4X4 I K H L 12 G M 6 F Z4)�R�—_-2M(�Ai) m in 19 n E iv D O C m2X4(A1) B 3 AI AH AG AF AE I AD AC AB AA Z Y X W v u T f- 1' f' Loading Criteria (psf) Wind Criteria Snow Criter TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ci TCDL: 7.00 Speed: 160 mph Pf: NA BCLL: 0.00 Enclosure: Closed Lu: NA Ct BCDL: 10.00 Risk Category: II Snow Durati, EXP: C Des Ld: 37.00 Mean Height: 20.96 ft NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Soffit 2.00 BCDL: 5.0 psf Bldg Code: Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 20( Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Loc. from endwall: Any FT/RT:20(0)� GCpi: 0.18 Plate Type(s Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 byALSC Plating Notes e All plates are 2X4 except as noted. (••)1 plate(s) require special positioning. Refer to "� M scaled plate plot details for special positioning requirements. Wind Via' Member design based on both MWFRS and C&C. AANA N. • Additional Notes See DWGS A16030ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. 21'8" 21'8' 1 1 (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or •=PLF NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Ce: NA VERT(LL): -0.001 K 999 240 R• 81 / 50 / 38 /- / 11 / 260 NA VERT(TL): 0.001 J 999 180 Wind reactions based on MWFRS 1: NA HORZ(LL): 0.002 O - - B Min Brg Width Req = - HORZ(TL): 0.003 L - - Bearing B is a rigid surface. Sriter!a Creep Factor. 1.5 3C 2014 RES Max TC CSI: 0.116 Maximum Top Chord Forces Per Ply (Ibs) Max BC CSI: 0.030 Chords Tens.Comp. Chords Tens. Comp_ Ised: Yes Max Web CSI: 0.094 A - B 27 0 J - K 322 -18 0(0) Mfg Specified Camber: B - C 81 -127 K - L 268 -15 C-D 86 -111 L-M 213 -17 VIEW Ver:16.02.01D.0314.13 D-E 81 -89 M-N 161 -36 E-F 109 -67 N-O 109 -59 F-G 160 -44 O-P 73 -81 G-H 213 -22 P-Q 78 -103 H-1 267 -16 Q-R 73 -119 1-1 322 - 1 8 R-S 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-AI 188 -105 AA-Z 212 -102 s ra wp" AI-AH 197 -106 AH-AG 202 -107 Z - Y Y-X 210 209 -102 -102 AG-AF 205 -108 X - W 207 -101 No 0471102 v0 AF-AE 207 -108 W - V 2D4 -101 e Alp r AE-AD 209 -109 V - U 201 -100 s AD -AC 211 -109 U - T 196 - 99 a AM Am AC -AB 212 -110 T - R 187 -98 AB -AA 212 -102 STATE OF Maximum Gable Forces Per Ply (Ibs) hs Gables Tens.Comp. Gables Tens. Comp. +� C-AI 117 -48 Z-K 202 -83 f D -AH 120 -75 Y - L 166 -73 .. -4,91141140 E-AG 108 -73 X-M 108 -73 F -AF 108 -73 G-AE 108 -73 W - N V-O 108 10B -73 -73 4001SA38FF5081 BO887F4900992E95FB H-AD 166 -73 U-P 120 -75 That Item hwbe ctez }s acd.w0=21adby I -AC 202 -83 T-Q 117 -48 Za. &047182f = thedau shove ALM= wbo aSK4 3 zit ensteser� J -AA 0 -173 meted xePaaxcrxfd: dtxcs�at ma sr�t d s%d�d �aln� �d tFcc FatRn2 entzcalSoneale mut tin aredfs:d� a�dsxttar� s�1ax- "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingf1 handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anf7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted olherwise,top chord shall have properly'attached structural sheathing and bottom chord shall have a progpefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3, B7 or 610, as applicable. Apply pplates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z forstandard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page, . listing this drawingg indicates acceptance of ppro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfTPI 1 Sec.2. For more information see this "ob's general notes page and these web sties: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA www.sbcindu .com; ICC: www.ttxsafe.o Job Number: 136DCS122 Ply: 2 SEQN: 685492 / T3 ! SPEC 4EDB-Arden-1969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OW Qty: 1 FROM: GM DRW. Truss Label: B02 Wgt: 141.4 Ibs / ... 06/04/17 I' 3'7"15 + 7'3"13 F 10'10" T 1-11 3 T 18'0"1 F 7-1 3'7"15 3'7"15 3'6"3 3'63 3'7"15 37"15 E 1114X6fR1 Co 102X4 m5X6 aBXB m4X6 1114X4 t_ 30°3 1' 3 6" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 20.96 it NCBCLL: 0.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x6 SP #1 Webs 2x4 SP #3 :W5 2x4 SP #1: :Rt Wedge 2x4 SP 93: Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Sot Chord: 1 Row @ 3.75" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads ----(Lumber Dur.Fac. 1.25 / Plate Dur.Fac.=1.25) TC- From 56 plf at -1.00 to 56 plf at 7.06 TC- From 28 plf at 7.06 to 28 plf at 10.83 TC- From 56 pif at 10.83 to 56 plf at 21.67 BC- From 4 pif at -1.00 to 4 pif at 0.00 BC- From 20 pif at 0.00 to 20 pif at 7.06 BC- From 10 pit at 7.06 to 10 pif at 10.83 BC- From 10 plf at 10.83 to 10 pif at 21.67 BC- 2044 lb Conc. Load at 7.06 BC- 929 lb Conc. Load at 9.06,11.06 BC- 933 lb Conc. Load at 13.06,15.06,17.06,19.06 21.06 Wind Wind loads and reactions based on MWFRS. 3'6"3 3'9"11 3'9"11 3'6"3 1 3'6"3 TO"5 + 10'10" 147"11 18'1"13 21'8" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: No FT/RT.20(0)/10(0) Plate Type(s): WAVE, HS Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): -0.151 J 999 240 VERT(TL): 0.309 J 829 180 HORZ(LL): -0.047 1 - - HORZ(TL): 0.096 1 - - Creep Factor: 1.5 Max TC CSI: 0.482 Max BC CSI: 0.858 Max Web CSI: 0.495 Mfg Specified Camber: VIEW Ver: 16.02.01D.0314.13 ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 4122 /2581 /- /- /- /6.0 H 5894 / 3741 / - 1- ! - / 6.0 Wind reactions based on MWFRS B Min Brg Width Req = 2.1 H Min Brg Width Req = 3.5 Bearings B & H are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 13 -13 E - F 2020 - 3193 B - C 2586 -4162 F - G 2726 -4296 C - D 2629 -4222 G - H 3283 - 5166 D - E 2006 - 3180 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp- B - M 3703 -2295 K - J 3744 -2370 M - L 3709 - 2301 J - 1 4578 - 2905 L - K 3680 -2287 1- H 4609 -2924 'aa s: Maximum Web Forces Per Ply (Ibs) % Webs Tens.Comp. Webs Tens. Camp. 4iiM-C 119 -127 K-F 825 -1279 C-L 56 -34 F-J 1299 -794 .. L - D 1238 -703 J - G 545 - 844 D - K 707 -1189 G - 1 687 - 406 E - K 2743 -1703 -op Aa AlsTATr= 3 Aa 40 015A38 FF 55 81 B0 613 71`48 00 99 2£ 85 FB nhltitcmhmbeen Qkdrs2ca¢ ad zndseafadby maw.] but ttner, E(FL.W.V47tfenthedaw&taetnabaysa+.nga53if i 7mntkatctsras�e. tsbtedarl�ssaict datXIIasA= not crawakmd AF'anana smalad 'd the 5'.i,.:w amnticatim oWe mut bawmrlfWant mydactmnk -F)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, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI ancl'SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Appty plates to each face of truss and position as shown above and on theJoin Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. W Job Number: 136DCS122 Ply: 1 SEQN: 685471 / T6 / COMN 4EDB-Arden-1969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OW' Qty: 2 FROM. AH DRW: Truss Label: C01 Wgt 50.4 Ibs / ... 08/04/17 G Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: C Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Hangers / Ties Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Bearing at location x=0' uses the following support conditions: Bearing G (0', 8'8") HUS26 Supporting Member: (1)2x6 SP #1 (14) 0.148"x3" nails into supporting member, (4) 0.148"x3" nails into supported member. Wind Member design based on both MWFRS and C&C. 12 6 B=4X6 =EXB 8'8" 4'4" C 1113X6(R) D 14'4" 4'4" 8'8n 1 I4.4n Snow Criteria (Pg,Pf in PSF) Def1/CSl Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct:! NA CAT: NA PP Deflection in loc L/defi L/# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): -0.006 B 999 240 G 324 / 146 / 177 /- / 107 /- Lu: NA Cs' NA VERT(TL): 0.008 B 999 180 H 391 1180 / 244 /- /- 18.0 Snow DuratioIn: NA HORZ(LL): -0.001 B - - Wind reactions based on MWFRS HORZ(TL): 0.001 C - - G Min Brg Width Req = - Code l Misc Criteria Creep Factor. 1.5 H Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.412 Bearing H is a rigid surface. TPI Std: 2007 Max BC CSI: 0.155 Bearing H requires a seat plate. Rep Factors Used:Yes Max Web CSI: 0.260 i FT/RT:20(0)1I10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 16.02.01D.0314.13 A - B 490 -334 C - D 27 0 B - C 475 - 337 i Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. G-F 109 -113 F-E 12 -22 No-, 047.182 STATE Of rA 40 013A38 FF 5B 81 B0 BB 7F4800 99.2E 85 FB This itern'h=bowcletXt sEgied and• fad by rAawd Martin=' ?a:([i.. Sis.GTars3.(an c�rsad�ta thnwn aixe�m aw�g a sH�•£ asaNsaas+sca.Caaexle. s'Yc,Eed cq�irxc�Ttda dorraxtat �a notcmrst!ed st�naai argil s¢aimd araE �a siiA.aE'atiRiManfScrSkmszcsio msr�m ramdt�st�c a�ydectmnk C&VU . Maximum Web Forces Per Ply (Ibs) Webs Tens -Comp. Webs Tens. Comp. A - G 494 -289 F - C 254 -258 A - F 250 - 292 C - E 639 -356 B-F 231 -15 "'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 Componen[ Safety Information, by TPI anr7SBCA) r safety practices prior to performing these functions. Installers shall provide temposrryy bracing per BCSI. Unless noted oytherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 67 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDeta!Is, unless noted otherwise. f2efer to drawings 160A-Z far standard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI�I P1 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover p%e_ listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The su" bility and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. CH. -- i.,/ Hoax.." — f k inh. natural nnix moo wnd thosa wah 6tf Al PIMP w : alnineitw mm' TPI' W tnimt nm' SRCl' WNM1V_shnlndustry m , [CC, www.hrsafe.Om I A Job Number: 136DCS122 a_ Ply: 1 SEQN: 685496 / T9 / GABL 4EDB-Arden-1969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OW' Qty: 1 FROM: JAH DRW: Truss Label: C01GB Wgt: 56.0lbs I / ... 08/04/17 ii �— T Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "'I3B" uses design values approved 1/30/2013 by ALSC Bracing Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. 4.4" 8'8" 4'4" 4'4" 1'8" --}— 1'4" 1'6"4 �{ (TYP) E=4X4 8'8" 818. 8'8. Snow Criteria (Pg;Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.004 H 999 240 p. g0 / 42 / 42 /- 114 / 104 Lu: NA Cs: NA VERT(TL): 0.006 H 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.049 B - - P Min Brg Width Req = - HORZ(TL):-0.075 B - - Bearing P is a rigid surface. Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.166 Maximum Top Chord Forces Per Ply (Ibs) TPI Sid: 2007 Max BC CSI: 0.051 Chords Tens.Comp. Chords Tens. Comp. Rep Factors Used: Yes Max Web CSI: 0.182 A - B 29 0 E - F 329 -25 FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 191 -59 F - G 264 -23 Plate Type(s): C - D 265 -23 G - H 190 -60 WAVE VIEW Ver: 16.02.01D.0314.13 D - E 330 -25 H -1 29 0 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. P - O 60 - 56 M - L 63 - 58 O-N 63 -5B L-K 64 -59 N - M 63 - 58 K - J 66 - 62 � a as , Maximum Gable Forces Per Ply (Ibs) NO Gables Tens.Comp. Gables Tens. Camp. P - B 396 -129 L - F 237 -84 C - O 162 -67 K - G 164 -68 D - N 236 - 84 H - J 391 -129 E - M 0 -170 as�... ._.. WA STATS 40 01 5A 38 FF 50 81 BO BB 7F48 00 99.2E 85 FB t1aTr isarrth k nck¢trc,�aca"gs$�ecd zdscaledby rAMwe3 kuninr..a 'PE (Fl. tie��ttt&?.i ansta�xsc stwwa aria w.tng a 5F3A�a prb san�ita:3iex,r9e. tad eTiasdthk dwuma t=not a—i&ead srgn da dsealed xr;6t! .A acx4avattt .a2 acode mot kxy9Pkdmaj dectrank ca�lns. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, byy TPI and'SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a progpefly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 61 D, e. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of 'IFII 1, or torn acceptance any structure failure to build the g or cover page vn. The suitability IJob umber. Truss Ds Label: 969MV0DS OL OW /DR Horton /4EDB-Arden-1969 "D" OL OW I Wgt 156.0 Ibs I FROM: GM473 / T27 / VAL I DRW; 08/04/17 I Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 21.57 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Right end vertical not exposed to wind pressure. Additional Notes See DWG VAL160101014 for valley details. 11,8' 6'1"4 1 3'10"4 1'8'8 Snow Criteria (Pg,Pf in PSF) Pg: NA Ct NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs� NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Sid: 20& Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE i 102X4 i 1 Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF PP Deflection in foe Udell U# Loc R / U / Rw / Rh / RL / W VERT(LL): -0.025 G 999 240 H- 75 / 44 / 47 /- / 18 / 140 VERT(TL): 0.054 G 999 180 Wind reactions based on MWFRS HORZ(LL): -0.009 G - - H Min Brg Width Req = - HORZ(TL): 0.014 G - - Bearing H is a rigid surface. Creep Factor. 1.5 Max TC CSI: 0.290 Maximum Top Chord Forces Per Ply (Ibs) Max BC CSI: 0.212 Chords Tens.Comp. Chords Tens. Comp_ Max Web CSI: 0.107 A-B 80 -175 C-D 45 -21 Mfg Specified Camber: B - C 52 -67 VIEW Ver: 16-02.01 D Maximum got Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-G 211 -57 F-E 218 -60 G-F 218 -60 40 015A38. FF 5B 81 BOBB 7E48 00 99 2E 85 FB Yt;);Itercieaskvtersclsetr¢ Sa'Spx6};nsdandualadbartUwnIMartW*X, Uc.9471821 M neda9c stwvaa ab -'a Irangj5HA'1 . as�cntieaavJa. 2rtatad tcptasssiltfids dru..�,asrsaarm e�mtcxaxsic"sand dgna� ��d sealed snE FI�SeiArs asAbnnf�a2ie�sszslam�Yhw �rcr3fisi.eatuspdisctmrnic u'+Cfus. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. B - G 359 - 323 D - E 78 - 48 C-F 157 -116 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byY TPI anr7'SBCA) f-or safety practices prior to performing these functions. Installers shall provide temporary BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. Apply plater to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of ,l Pi 1, or for nan acceptance of any structure is rat notes page and th failure to build the g or cover pa e in. The sui blhty Job Number: 136DCS122 Ply: 1 SEQN: 685474 / T30 / VAL 4EDB-Arden-1969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OW " City: 1 FROM: GM DRW: Truss Label: MV02 Wgt: 42.0 Ibs / ... 08/04/17 7'11"8 9'8" r T11"8 i 1'8"1 Bm4X4 C 1112X4 12 T 6� `* N i� —3X4(D1) A 1 -e*t F D E III 4 Iq2 4 T11"8 T11"8 9'8" 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 Udell L/# Loc R / U / Rw / Rh / RL / W F* 75 145 146 / - l 17 1116 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.085 E 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.163 E 701 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.025 E - - F Min Brg Width Req = - Des EXP: C HORZ L 0.044 E ) Bearing F is a rigid surface. Code / Misc Criteria Bldg Code: FBC 2014 RES .00 NCBCLL: 10.00 Mean Height: 22.07 ft TCDL: 4.2 psf r Creep Factor- Max TC CSI: 0.558 Maximum Top Chord Forces Per Ply (Ibs) Soffit: 2.00 Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.453 Chords Tens.Comp. Chords Tens. Comp. A - B 87 -86 B - C 46 -16 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.090 Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 Chords Tens.Comp. Chords Tens. Comp. Lumber A - E 177 -54 E - D 177 -54 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 "13B" uses design values B - E 302 -239 C - D 80 -43 approved 1/30/2013 by ALSC 9(. olij Wind 'I Member design based on both MWFRS and C&C. ey , Right end vertical not exposed to wind pressure. Additional Notes 0, lea See DWG VAL160101014 for valley details. Zo A � "Of 40 .; 40 015A 38 Ff 53 8180 86 7F48 00 99 2E 85 FB ThU iterntre btm dtdwelk�e a4.avi9 smalad by Mamel Marthrey K(R. Lic.0471$21 an Abs w.1162 S94.1 auihcndmlimmd� Surd CwIfflathis dMU-2WAM not cwrldsacd%4nadand zrand ar,Pttsa..>s.arRhent`xa9ac�8encsta�df3adxae^ydectr=r sm&inx. **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, bVy TPI anc7 SBCA) fr safety practices prior to pertormtng these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted othervvise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly for lateral have bracing installed BCSI sections 63, B7 or 610, attache rigid ceiling Locations shown permanent restraint of webs shall per as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the bracing trusses.A this drawing truss in conformance with ANSI Pi 1, or for handling shipping, installation and of seal on or cover page_ . listing this drawing indicates acceptance of engineering responsibility solely for the design shown. The suitability professional and use of this thawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this'ob's general notes pacte and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA: wwwsbcindu .mm; ]CC: wwwkcsafe.ong Job Number: 136DCS122 Ply: 1 SEQN: 6854751 T26 / VAL 4EDB-Arden-1969 "D" OL OW [DR Horton /4EDB-Arden-1969 "D" OL OW; Qty: 1 FROM: GM DRW: Truss Label: MV03 Wgt: 33.6 lbs / ... 08/04/17 I_ 5'11"8 7'8" i r' 5'11"8 } 1'8 88 B=4X4 12 6 C 1112X4 T_ m3X4(D1) �- A C-4 U Li F D E 1112X4 1112X4 7'8" J 5'1 1"8 1'8"8 i r I 5'11"8 + '8" Loading Criteria (pso Wind Criteria Snow Criterja (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Cti NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W F* 74 145 144 / - / 14 192.0 TCDL: 7.00 Speed: 160 mph Pf: NA j Ce: NA VERT(LL): -0.040 E 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.067 E 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.012 E - - F Min Brg Width Req = - Des EXP: C HORZ L 0,018 E - - )t BearingF is a rigid surface. Code / MisgCriteria CLLd: 10.00 NCBCLL: 10.00 Mean Height: 22.57 ft TCDL: 4.2 psf Creep Factor: 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.362 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 20017 Max BC CSI: 0.265 Chords Tens.Comp. Chords Tens. Camp. A - B 64 -63 B - C 49 -17 Spacing: 24.0 " C&C Dist a: 3.00 ItRep FactorsjUsed: Yes Max Web CSI: 0.077 Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 16.02.0113.0314.13 Chords Tens.Comp: Chords Tens. Comp. Lumber A-E 131 -47 E-D 131 -47 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 "13B" uses design values B - E 260 -188 C - D 88 -45 approved 1/30/2013 by ALSC Wind. Member design based on both MWFRS and C&C. ��voa . Right end vertical not exposed to wind pressure.' Additional Notess See DWG VAL160101014 for valley details. y New O *v aE. 40 01 5ASS fF 50 81 BO BB 7F48 00 99, 2E 85 FB Thu Itemtesa and waiad by Fda dl marunrs, P£ W. ite.0471921 onthe date.Ihawn abWN Was a 5144.1 aud�enGca.�aterzde. metedcuptam tttadaesaerrstaammotCw1j&M9Sk;Wd nds jad and #Ise 5£5A>3 a��ent�stk+asade mast ffiat roerifl=dcetasydectmrsk �IaL. —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 Safety Information, by TPI a SBCA) for to these functions. Installers shall temporarryy Component an safety practices prior performing provide bracing per BCSL Unless noted o�herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceilmA Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply ptales to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. WWr to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the trusses.A this drawing truss in conformance with ANSI PI 1, or for handlingf shipping, Installation and bracing of seal on or cover page listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability this �awing for is the responsibility of the Building Designer ANSIITPI1 Sec.2. and use of any structure per For more information see this'ob's general notes page and these web sites: ALPINE: www.al ine4tw.com; TPI: wane. inst.o ; SBCA: www.sbcindu .com' ICC: www.iccsafe.orq r Job Number: 136DCS122 Ply: 1 SEQN: 685476 / T29 / VAL 4EDB-Arden-1969 "D" OL OW [DR Horton 14EDB-Arden-1969 "D" OL OW Qty: 1 FROM: GM DRW: Truss Label: MV04 Wgt: 25.2 Ibs .. / _.. 08/04/17 F 3'11"8 5'8" r 3'11"8 I 1'8"8 12 B=4X4 3'11"8 3'11"8 5'8" 1'8"8 5'8" 1112X4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W F• 74 / 44 140 /- / 10 / 68.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.013 E 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.018 E 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.004 E - - F Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZiL 0.005 E - �)' Bearing F is rigid surface. 9 a9 Code / Misc Criteria NCBCLL: 10.00 Mean Height: 23.07 ft Creep Factor. 1.5 Soffit: 2.00 TCDL: 2 psf BCDL: 5-0psf Bldg Code: FBC 2014 RES Max TC CSI: 0.181 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.136 Chords Tens.Comp. Chords Tens. Comp. A - B 50 -40 B - C 52 -18 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.058 Loc. from endwall: not in 4.50 It 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: 16.02.01D.0314.13 Chords Tens Comp Chords Tens Comp Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "'I3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Additional Notes See DWG VAL160101014 for valley details. F1 40 015A 38 FF 55 8180 88 7F48 00 99 2E SS FB Tfb ltem'hss been ckcsl li nedwd scaled by t.Sav-1 Wrttnes, � (rt.. uc.taassz(o-crma dacashawa aba�m wing a s}ih•1 �-arer�tecat�esczrJe, tadcoplualu dccas �mm notes ,sidcvnA nr. an9 ssalna �6 Sin �5A.4i ae.�ent€cai�urc�fa mwst� Nttified raxaaydectrariir usylex� A-E 81 -39 E-D 81 -39 Maximum Web Forces Per Ply (Ibs) I Webs Tens.Comp. Webs Tens. Comp. B - E 196 -137 C - D 96 -46 —WARNING'"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "'"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Comp on Safety Information, by TPI anc7 SBCA) fo'r safety practices prior to pertorming these functions. Installers shall provide temporarryY bracing per BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 610, as applicable. Appty plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine. a division of ITW Building Components Group Inc. shall not be responsible for anv deviation from this drawinq.anv failure to build the g or cover pa e m. The sui bility ince wltn ANSIl1 HI 1, or for n Ping indicates acceptance s thawing for any structure see this lob's general notes page anc Job Number: 136DCS122 Ply: 1 SEQN: 685477 / T25 / VAL 4EDB-Arden-1969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OW Qty: 1 FROM: GM DRW: Truss Label: MV05 Wgt 19.6 Ibs / ... 08/04/17 111"8 3'8" 1'11 "8 1'8"8 12 6 p , B=4X4 T IA 3X4(D1) 3X D1 IUX4 1 -era M E [,_ D 3'8" 3'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct:�NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / W E* 71 136 / 33 / - / 7 / 44.0 TCDL: 7.00 Speed: 160 mph PY NA Ce: NA VERT(LL): -0.001 D 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs{ NA VERT(TL): 0.001 D 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.000 D - - E Min Brg Width Req = - Des Ld: 37.00 EXP' C Mean Height: 23.57 ft I HORZ L 0.000 D - - � )� a 9 BearingE is 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: 0.019 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.028 Chords Tens.Comp. Chords Tens. Comp. A - B 37 9 B - C 36 -8 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.032 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 16.02.0113.0314.13 Wind Duration: 1.60 WAVE 1 Chords Tens.Comp. Chords Tens. Comp. Lumber A-D 47 -19 D-C 47 -19 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Web Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs Tens.Comp. Webs 2x4 SP #3 Lumber value set "l3B" uses design values B - D 107 -84 approved 1/30/2013 by ALSC Wind e�w Member design based on both MWFRS and C&C.Ro Additional Notes �"�,q-,44-TNIOE a. See DWG VAL160101014 for valley details. No 04,7182 �' � e SERA, 4001SA38FF5881BOBB7F4900992E85 FB #tis itam't�us�ears ekdradaoxt saalad by Pr7ast++a7 taarttacr, r""£ (H.. Ut.tli1182j en thin Sa&2stt®wna0atvmw.�g a Stf&.S acntteattexscas9r. evmtedcopa 0disdtr-xmtmarcnot mmidaaedsknrdaasdwaled arsdt9�.aaantuaasude ins t ?zm-.mtfaeal.mamgdcctrors�: dies: **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI '"`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 BCSI (Building to these functions. installers temporarryy Component Safety Information, bV TPI anr7'SBCA) fo'r safety practices prior performing shall provide bracing per BCSL Unless noted olhenvise,top chord shall have properly attached structural sheathingp and bottom chord shall have a pro pperly 910, attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the bracing this drawing truss in conformance with ANSI PI 1, or for handling shipping, installation and of trusses.A seal on or cover page_ , listing this drawing, indicates acceptance of protessiona engineering responsibility solely for the design shown. The suitability 1 Sec.2. and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI For more information see Us'otft general notes page and these web sites: ALPINE: www.at inedw.com' TPI: www. inst.o ; SBCA www.sbcindu .com; [CC: www.iccsa1e.orq Job Number: 136DCS122 Ply: 1 SEQN: 688678 / T131 COMN 4EDB-Arden-1969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OW Qty: 2 FROM: AH DRW: Truss Label: 41-1 Wgt: 36.4 Ibs I / ... 08/04/17 5- 10, v� r 5- 5' 12 4 r� C=4X4 n e 5- 5- I" 1 1 5' 10, Loading Criteria (psg Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi L/# Loc R / U / Rw / Rh / RL / W B 433 / 273 1410 / - / 79 14.0 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): -0.024 F 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.028 F 999 180 D 433 / 235 / 247 / - /- / 4.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.008 F - - Wind reactions based on MWFRS Des EXP: C HORZ L 0.009 F - �) B Min B Width Re 1.5 q Code / Misc Criteria CLLd: 10.00 NCBCLL: 10.00 Mean Height: 15.00 ft g CreepFactor. 1.5 D Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.296 Bearings B & D are a rigid surface. BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.227 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.086 Chords Tens.Comp. Chords Tens. Comp_ Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: A - B 19 0 C - D 1084 -638 GCpi: 0.18 Plate Type(s): VIEW Ver: 16.0 .01 D.0314.13 Wind Duration: 1.60 WAVE B - C 1106 -63B 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 575 -959 F - D 575 - 959 Webs 2x4 SP #3 Lumber value set "1313" uses design values Maximum Web Forces Per Ply (Ibs) approved 113012013 by ALSC Webs Tens.Comp. Wind A C - F 291 -401 Member design based on both MWFRS and C&C. aawt� Left bottom chord exposed to wind. *EN #�¢ NO, 047M a AX m s e STATE 0 . 40 01 SA 38 FF 5B 8180 B8 7F48 00 99 2E 95 F8 rtwr� 12¢R;%as#reesa alac�¢.'4�vtmdarzd aaafad by H7ac9 Mantama; x E (il, tfc.Gir282f as t?esra' sfzawa mGs¢va u^.tig a 5}tA•i SII32TIan�+i47�L €&�C, Fmtetad caplooldid d=T=a—evtarA16cs2d sig mi2ndsaaimd sae thec�efA,3afti%s¢n[ka;Saspce,�i¢mist:bma^erifcd-�am�¢4¢ctrarir' ¢Sias. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingshipping, installing and bracing.Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly lI'd ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. ADDIv Diales to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to a division of for any failure to build the g or cover pa e Th. The sui bihty x 1 Job Number: 136DCS122 Ply: 1 SEQN: 689075 / T23 / HIPS 4EDB-Arden-1969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OWE Qty: 1 FROM. JAH DRW: Truss Label: 4L2 Wgt 44.8 Ibs / ... 08/04/17 3' 7' 10, 3' 4' 3' 12 4 C =4X6 tX4 T c�=2X4(A1) B E=2X4(A1) A F 13 5 H G III 2X4 = 3X4 1' 3'1"12 3'6"12 3'3"8 1, 3'1"12 6'8118 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 Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.021 G 999 240 B 493 1241 / - ! - 1- 14.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.046 G 999 180 E 493 1241 / - I - 1- 14.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.006 G - - Wind reactions based on MWFRS EXP: C HORZ L 0.014 G - - B Min B Width Re 1.5 Des CLLd: 0.000 Mean Height: 15.00 ft �) q g Code / Misc Criteria CreepFactor. 1.5 E Min Big Width Req = 1.5 NCBCLL: 0.00 TCDL: 4.2 psf Bearings B & E are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.191 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.213 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: No Max Web CSI: 0.039 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: NA FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): A - B 19 -14 D - E 410 -919 Wind Duration: 1.60 1 WAVE I VIEW Ver: 17A1.01A.0723.13 B - C 408 -923 E - F 19 -14 Lumber C - D 368 -863 Value Set: 13B (Effective 6/112013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP 91 Webs 2x4 SP #3 B - H 858 -374 G - E 855 -376 Lumber value set "l36" uses design values H - G 872 - 370 approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Loading Webs Tens.Comp. Webs Tens. Comp. #1 hip supports 3-0-0 jacks with no webs. �� ' x C- H 99 0 G- D 104 0 Left side jacks have 3-0-0 setback with 0-M cant �� a C - G 11 0 and 1-0-0 overhang. End jacks have 3-0-0 setback with 0-0-0 cant and 1-0-0 overhang. Right side jacks have 3-0-0 setback with 0-0-0 cant and 1-0-0 No overhang. � so W Wind Wind loads and reactions based on MWFRS. op Left bottom chord exposed to wind.P%'. SEMALM 40 015A.38 FF 5B 81 B0 B8 7F48 00 99 2E 95 FB This Item Rrsbsc»a�dr j d`a29staledby tltasu lMarne=, t'T.;ri.. IIs.�4riEi.(axs �5��'affishawrta6crsc �7� a SFit•i a'>�aaSC�aRSc�Ne. r'tr3amd cogsdc.#ztsts iisxsx�rtmca�ut ctimad s�ras�zn� scaled =6 the 5'iz.A3ai sar`tuaII%sarde rns�t if ear asqdectras:t. tea:_ "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 Componen Safety Information, byy TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olhenaise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plater to each face, of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildipp�iComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIIPI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawingg 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 ANSUTPI 1 Sec.2. For more information see this "oUs general notes page and these web sites: ALPINE: www.al inefw.com; TPI: www. inst.o ; SBCfk www.sbcindu .mm; ]CC: www.iccsafe. Job Number: 136DCS122 Ply: 1 SEQN: 685479 / T20 / MONO 4EDB-Arden-1969 "D" OL OW [DR Horton /4EDB-Arden-I969 "D" OL OW Qty: 3 FROM: AH DRW: Truss Label: 4M1 Wgt: 22.4 lbs / ... 08/,04/17 315 1, 61 61 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: If EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C Right end vertical not exposed to wind pressure. Snow Criteria ft,Pf in PSF) Deft/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0:015 D - - HORZ(fL): 0.018 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.524 TPI Std: 2007 Max BC CSI: 0.281 Rep Factors Used: Yes Max Web CSI: 0.341 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): .c. WAVE VIEW Ver: 16.02.01D.0314.13 STATE 00 40015A38FF5081BO613 7F 4800992E95FB Asir Itemisasboen a Idd by 6Aam-A Htarttnez, *?£frL.ug.aRT142j Mt he date stmwa abaw Wes a5irA.L ' JrAandmuznzade. ftbud cwk iaf tidx docuum are not c zW &memd signed mti seated and t1tc,_. -1 awhe.tka cede rnwt bt*ufied mwrdmctrmnk =Ias.. T ♦ Maximum Reactions (Ibs) LOG R I /Rw /Rh /RL /W B 295 /127 /219 /- 1101 /8.0 D 212 1113 /144 /- /- Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 B-C 21 -98 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B - D 24 -42 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - D 348 -139 "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 9uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy - BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 610, e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. hefer to 60A-Z for standard plate positions. a division of -I rl 1, or for n acceptance any structure us drawin any failure to build the on this drawing or cover pa e ie design shown. The suitability see this Job Number: 136DCS122 Ply: 1 SEQN: 685486 / T5 / MONO 4EDB-Arden-1969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OW' City: 1 FROM: AH DRW: Truss Label: 4MG I Wqt: 26.6 Ibs I I ... / ... 08/04/17 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x6 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/3D/2013 by ALSC Special Loads —(Lumber Dur.Fac.=125 / Plate Dur.Fac =1.25) TC- From 55 pif at -1.00 to 55 pif at 6.00 BC- From 4 pif at -1.00 to 4 pif at 0.00 BC- From 10 pif at 0.00 to 10 pif at 6.00 BC- 324 lb Conc. Load at 2.06, 4.06 Wind Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. 61 61 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA, Lu: NA Csi NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.016 D - - HORZ(TL): 0.033 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.396 TPI Sid: 2007 Max BC CSI: 0.630 Rep Factors Used: Yes Max Web CSI: 0.159 FT/RT:20(0)/10(0) Plate Type(s): Mfg Specified Camber: I VIEW Ver: 16.02.01D.0314.13 WAVE I 40 01 SA38 FF 5881 B0 8B 7F+4800 99 2€ S5 FB ThU itamiraa bsen ektlexi. °caS}ait ned aid =Acd by kt�l Maim", (rt.uc.earasz)ontAmei�tn:srtr-sonaGeyse QaSRA>3 ae�ea�Ta¢�la. e�#atsd c�6as�Ctsis dx�zaact azm a�at c�ml�ad and zaa�d ardthe ssaa rtnnt ta9mrlW m a fdatwmk as;lns. r T to cY) N ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W E 590 /320 /- /- /- /8.0 D 506 /258 /- /-/- Wind reactions based on MWFRS E Min Brg Width Reg = 1.5 D Min Brg Width Req = - Bearing E is a rigid surface. Bearing E requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 19 -14 B-C 50 -67 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 32 -18 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-D 107 -145 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING[ `IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCS] (Building t Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly aaid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3, B7 or B10, le. Apply plates to each face of truss and position as shown above and on the Joint' Details, unless noted otherwise. kefer to 60A-Z for standard plate positions_ a division of lis drawing,any failure to build the on this drawing or cover page re design shown. The suitability Job Number: 136DCS122 I Ply: 1 I SEQN: 685480 / T19 / EJAC I 4EDB-Arden-1969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OW Qty: 16 FROM: AH DRW. Truss Label: EJ7 Wgt 23.8 Ibs / .. 08/04/17 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " T 1 7, 7' Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 20.00 it TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pt NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): WAVE DeflICSI Criteria PP Deflection in foe Udell U# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.016 D - - HORZ(TL): 0.031 D - - Creep Factor. 1.5 Max TC CSI: 0.533 Max BC CSI: 0.36E Max Web CSI: 0.000 Mfg Specified Camber: VIEW Ver: 16.02.01D.0314.13 40 01 SA 38 FF 50 81 BOM BB 7F48 00 99 2E E5 FB ThU ltamtczsbz ekcrS�pspynad=d scalad by bd tl Marthoz .tat, ttaA41182j on Vied°alcshawn aba trAnga SHA4 ienCsatleascar�.fa ftbt cc}aaasaftiik donawna a notcmuldsned snadmdsealad mad the cHAA wuffiasticat%szde myi bamadfod ma ydmtrank cias. C ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 336 /155 /257 /- /211 /4.0 D 127 / 26 / 102 / - /- 11.5 C 171 /169 l85 J- 1- 11.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 77 -160 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI anf7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryv BCSI. Unless noted o�therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly iiN ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or p1D, ile._ Apply plates to each face of truss and position as shown above and on the Join9Details, unless noted otherwise. (2efer to a division of any failure to build the g or cover page in. The suitability IJob Number: 136DCS122 Ply: 1 SEQN: 685481 / T15 / JACK 4EDB-Arden-1969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OW Qty: 6 FROM: AH DRW: Truss Label: BJ5 _ Wgt: 16.8 Ibs / ... 08/04/17 T Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 19.50 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 5' � 5' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct:l NA CAT: NA PP Deflection in loc Udell U# Pf: NA I Ce: NA VERT(LL): NA Lu: NA Cs NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.007 D HORZ(TL): 0.010 D - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.329 TPI Std: 20137 Max BC CSI: 0.182 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/I10(0) Mfg Specified Camber: Plate Type(s): WAVE I VIEW Ver: 16.02.01D.0314.13 40 015A38 FFF 5081 B0 BB 7F48 00 99 2ES5 FB St,%itnm%slssencle 9csIDys xd zndwaladbt YAL.c9 Martines, 9E(rt.tic.,kastszlcst�rtYa2¢stm3wnacsavn>�'ngasxa»x assilscri�ta3b� ¢ef e. e'�tsdc�sdxhis donaa�amm mnt. dm�xa�d aa.d tise S'+9As3 au�c�etati�nv de rn�t �a a�iNcd� sa�grdectrank c�3aa: 1 co 1 ♦ Maximum Reactions (Ibs) Loc R /U IRw /Rh /RL I B 263 / 123 / 208 / - / 155 / 4.0 D 90 117 /70 /- !- /1.5 C 119 /115 158 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 53 -126 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building mire Information, byV TPI anr7'SBCA) faF safety practices prior to performing these functions. Installers shall provide temposrrYy r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly aid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or B1D, le. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of ,iri i,oryorn acceptance any structure ,rot "„ re" ­ " its drawin any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS122 Ply: 1 SEQN: 685482 / T16 / JACK 4EDB-Arden-1969 "D" OL OW !DR Horton /4ED6-Arden-1969 "D" OL ObV Qty: 6 FROM: AH DRW: Truss Label: BJ3 Wgt 12.6 Ibs .. / ... 08/04/17 T'3 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 19.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C A 3' 3' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.003 D - HORZ(TL):-0.003 D - - Code / Misc Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.183 TPI Std: 2007 Max BC CSI: 0.075 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.02.01D.0314.13 € 7 VC "; STATOF E 0 Ris 4 III '' SERIAL. 40 015A38 FF 53 81 SO BB 7F49 00 99 2E95 FB Thu itoM has bean eG:ttror ;s�ned ass5=alcd by bs afa lmarkW'=' PE (R. Lk.04M21 oaitfta dassshnwnaL^eeen mMg a SHWl SGdiL"4f3Ci '£eC�iCb.�2. E'r'aend capinaMki dtr..{t[=rA= natcwWdMad S ePdd.and sealed m.dtFa¢ 'ia¢nrscaati't:essc�densn48axrorr#f&c�imavidectmrsk xlas� to O 1 LO M N ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 193 / 95 / 162 / - / 101 14.0 D 51 /8 /42 /- /- /1.5 C 64 / 62 128 ! - / - / 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -110 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI an3'SBCA) fo'r satPety practices prior to performing these functions. Installers shall provide temposry BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly l7id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, le. Apply plates to each face. of truss and position as shown above and on the Joint- Details, unless noted otherwise. fkefer to 60A-Z for sp ndard plate positions_ a division of any its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability 4EDB Arden-1969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OWE Qty: 6 FROM: AH 83 ! T17 /JACK DRW: Truss Label: BJ1 Wgt: 11.2 Ibs 1 ... 08/04/17 4"3 1 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 18.50 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 61112013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Lumber value set "13B" uses design values approved If30/2013 by ALSC Wind Member design based on both MWFRS and C&C M O LO T_ T_ M 1 �- 1' M. 1.1' 1' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct. NA CAT: NA PP Deflection in loc. Udefl U# Loc R / U / Rw / Rh / RL / W B 150 / 87 / 146 /- / 49 / 4.0 Pf: NA Ce: NA VERT(LL): NA Lu: NA CsL NA VERT(TL): NA D 11 / 11 / 19 1- / - / 1.5 Snow Duration: NA HORZ(LL): 0.000 D - C -14 129 / 27 / - /- / 1.5 l HORZ(TL): 0.001 D - - Creep Factor. 1.6 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2014 RES Max TC CSI: 0.171 D Min Brg Width Req = - TPI Std: 2007 Max BC CSI: 0.016 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s�: Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 16.02.01D.0314.13 WAVE A-B 27 0 B-C 29 -19 No 04716a $SAT E OF 4001SA3&fF5581B0BB7F4800992ER5FS This itefnAas 8zat, akctrvztca ys nod w4sealad by rRaa 4Nlartk=. 1-'f(fL.Lk. 0471921 on thmda8a: ttwwm abmaa ts�ig a SWi l 2ukhar"b a coda. FmtudcmpimdttdxdwA�*=not crsmdmdsknadmils Ind =" tfeSHA:.I MAendme'm rode M=t aaradfaad rat any €deetmriz: oils . Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 *"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire 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 pertorming these functions. Installers shall provide temposrrYy bracing er BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathintl and bottom chord shall have a propperly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or B10, as applicable. Apply plates to each face. of truss and position as shown above and on the JoinC Details, unless noted otherv✓ise. (tefer to drawings 160A-Z for standard plate positrons. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIlI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing, indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Fnr mnre infnrmatrnn see this inh's neneral rates nacre and these web sttes- ALPINE[ www-aloinedw-cOrn: TPI: www.binst.ora: SBCP: www.sbdndustrv.cOm: ICC: www.iocsafe.ora Job Number: 136DCS122 Ply: 1 1 SEQN: 685487 / T28 / HIP_ 4EDB-Arden-1969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OW Qty: 3 FROM: AH DRW: Truss label: CJ7 Wgt:42.0 Ibs .. / ... 08/04/17 T 4'3 1 Loading Criteria (pso Wind Criteria _ TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: , 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 19.99 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads -(Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -1.41 to 55 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 9.84 BC- From 0 plf at -1.41 to 4 plf at 0.00 BC- From 2 plf at 0.00 to 2 plf at 9.84 TC- -7 lb Conc. Load at 1.41 TC- 128 lb Conc. Load at 4.24 TC- 238 lb Conc. Load at 7.07 BC- 23 lb Conc. Load at 1.41 BC- 103 lb Conc. Load at 4.24 BC- 179 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. 6'3" 6'3" 9'10"1 3'7" 7 6'1"4 { 3'2" 1 6"1 61"4 9'3"4 9'1 -5111 Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL PY NA Ce: NA VERT(LL): 0.015 G 999 240 B 330 1248 / - I- /- Lu: NA Cs: NA VERT(TL): 0.034 G 999 180 E 385 / 218 / - / 0 / 0 Snow Duration: NA HORZ(LL): -0.004 F - - D 29 / 19 / - /- / - HORZ(TL): 0.010 F - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 1.5 B Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.241 E Min Brg Width Req = - TPI Std: 2007 Max BC CSI: 0.326 D Min Brg Width Req = - Bearing B is a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.256 FT/RT:20(0)/10101 Mf Specified Camber' /W / 4.9 / 1.5 / 1.5 9 p Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 16.02.01D.0314.13 A-B 14 -13 C-D 68 -72 B - C 406 - 650 o 047182, e Al v STATE OF 40 015A.38 EF 55 8180 BB 7F 48 00 99 2E 85 FB MgMrA=Wbymaw"Amarttne4 ?£ VL. uc.047E82 f ca-iwig 3 SHA.1 nketcd c��ardas daxr:rmt arm mot ccm9cr3ed mc�amd xafad azdLlse Sr"Rx?�96smi3ra9k�u+d¢m�t���rtf&adra¢atrya9tntra� Z., Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-G 604 -359 F-E 0 0 G - F 591 - 357 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - C 286 - 61 C - F 428 - 709 -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Ire extreme care in fabricating, handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Safety Information, byy TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a propperly a3id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insalled per BCSI sections B3, B7 or 610, ale. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of any its drawing,any failure to build the on this drawing or cover pa e_ . re design shown. The suitability Job Number. 136DCS122 Ply: 1 SEQN: 6886741 T31 / EJAC 4EDB-Arden-1969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OW Qty: 3 FROM: AH DRW: Truss Label: 4EJ3 Wgt 12.6 lbs / _.. 08/04/17 4 12, C 3V 1' 3' 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct:INA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA B 190 / 124 / 191 /- / 57 / 4.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs:, NA VERT(TL): NA D 49 133 / 69 i - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 D - C 62 / 40 131 / - !- / 1.5 Des Ld: 37.00 EXP: C HORZ TL 0 002 D - ( )t Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 1.5 B Min Br Width Re 1.5 9 q = Soffit 2.00 TCDL: 4.psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.170 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist D to h!2 TPI Std: 2007 I Max BC CSI: 0.072 C . Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.000 Loc. from endwall: Any GCpi: 0.18 FT/RT:20(0)/10(0) Plate Type(s)�: Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.02.01D.0314.13 Lumber A- B 19 0 B- C 20 -61 Value Set: 13B (Effective 6/1/2013) Maximum B Chord Forces Per Ply {Ibs) Top chord 2x4 SP #1 Chords T stComp Bot chord 2x4 SP #1 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. Left bottom chord exposed to wind. r4 y�+aa�r 40 015A58 FF 58.81 Bit 88 7F 4900 99:2'c 95 FB MU Item'9aasIDcrr+aktrraakalpsi ned ars5 caatadh}i rirarmref Martinez. 'x'�E (A. tts.r�rasa.l oa tA>4 �3.ffishtrters aEaY,2 aa�ga sft�a aY2lAiantiG7Af14'89T�1n, Nittad copksaf do-r €r.Amateat ccasdkad*naafandrsaiad and ti 3.erA.3 tac3tvanf;czt�;.ae+ada mwst w*rAW amarfd"tmarr. CAMWL **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 anci'SBCA) r safety practices pnor to performing these functions. Installers shall provide temporarryy bracing er BCSI.. Unless noted otherwise,top chord shall have properly attached structural sheathingrt and bottom chord shall have a propperly attache 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 shownabove and on the JoinfDetails, unless noted otherwise. {2efer 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 ANSIrt 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 professfona engineering responsibility solely for the design shown. The suitability and use of this pawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. Fn more info ti— — this inh's nanaral antes a.— wnd those weh sites- Al PINP www.alnineitw_ram, TPI' wPIV_toinst am, SBCA: wwwsbeindusttv.com: ICC: SwJw.iccsafe.ora —I Job Number: 136DCS122 Ply: 1 SEQN: 688672 / T24 /JACK 4EDB-Arden-1969 "D" OL OW [DR Horton /4EDB-Arden-1969 "D" OL OW Qty: 4 FROM: AH DRW. Truss Label: 4BJ1 Wgt: 11.2 Ibs .. / ... 08/04/17 12 4 2X4(A1) B n C LO 1r 1' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D Des Ld: 37.00 EXP: C HORZ(TL): 0.000 D - - Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 it CreepFactor. 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.172 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.018 Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CS 1: 0.000 Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 16.02.01D.0314.13 Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 byALSC Wind Member design based on both MWFRS and C&C. Left bottom chord exposed to wind. 13 STATE 40 015A;88 FF 5B 8180 BB 7F48 00 99 2E E5 FB ThUItam iran bttn ak nad=d=alcdby FArr:¢xA Nrarirnc3, x F fP4., ltt.tl4T182! � �edaxcshawn atta�.+�.Ang a SHR-2 acMstn�aticauwada_ r^l�md c�tissaf rams d�r�rr�ianv nm cxax3srtrtd �na3am*f salad =d[7xt 5ii.Ik.-la0Yaa &.fiap ea domt 1 bx.WfLd m amydodmr* C"Int. ♦Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 147 / 112 / 145 ! - / 29 14.0 D 10 /0 /7 /- /- /1.5 C -13 / 19 120 / - / - / 1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 19 0 B-C 19 -8 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 '"WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, bar TPI anr7'SBCA) t0F safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. Apply plates to each faceof truss and position as shown above and on the Joint -Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of lvi 1, or Tor acceptance any structure failure to build the g or cover pa e_ m. The sui bdity Job Number: 136DCS122 Ply: 1 SEQN: 688676 / T32 / HIP_ 4EDB-Arden-1969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OW Qty: 2 FROM: AH DRW. Truss Label: 4CJ3 Wgt 15.41bs .. / ... 08/04/17 Pp� Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " i-- 1'5" Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: it EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 611/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Loading Hipjack supports 2-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. AP% 42113 4'2"3 Snow Criteria (Pg,Pf in PSF) DefI/CS1 Criteria Pg: NA Ctf NA CAT: NA PP Deflection in loc Udell U# Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.001 D - - HORZ(TL): 0.002 D - - Code / Miscl Criteria Creep Factor. 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.087 TPI Std: 2007 Max BC CSI: 0.056 Rep Factors Used: No Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.02.01D.0314.13 40 01 5A 38 FF 58 81 BO BB 7F 48 00 99 2E 85 FB Vku Itetnh�sL>em ele x�nad wtd- zled by fRasazxt Martine;, ?E (F . Lk.r4Tw.l asi2A� d-ase,tnswrta6npn ar�r g a sx„6•Z 3enffxatcasza�a_ a'�ted xcyasc�af drxux�stuasa��tc�rmfdeaad ��d staled oink the.::rif�Savtbant#aS%ssco$famust.Gx reriGef���dectra� mpiaz. T N M ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W E 83 146 /- /- /- /4.9 D 29 /- /5 /- /- /1.5 C 62 /47 /- /- /- /1.5 Wind reactions based on MWFRS E Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing E is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 6 -4 B-C 14 -11 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr]'SBCA) r safety practices p(ior to performing these functions. Installers shall provide temporary bracing er BCSI., Unless noted dtherwise,top chord shall have properly attached structural sheathingand bottom chord shall have a proger y attache�rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg ins sled per BCSI sections B3, B7 or 10, as appiicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinlComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSITI 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 professfone engineeringg responsibility solely for the design shown. The suitability and use of this thawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2. Job Number: 136DCS122 Ply: 1 SEQN: 604992 / T46 / SY42 I 4EDB-Arden-1969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OW Qty: 1 FROM: JAH DRW: Truss Label: FT1 Wgt: 100.8 Ibs / ... 08/04/17 2„4-I -I 1'4" (TYP) 2X4(R) „A B C D E F G W=3X4 W=3X4 H I J K L M N 18'7"8 187'8 2X4(R) O PQ R Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi1CS1 Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 40.00 Wind Std: NA Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi 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 R* 109 I - l - /- /- / 223 BOLL: 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): 0.000 P - - Bearing AG is a rigid surface. EXP: NA HORZ(TL): 0.001 B Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 1.5 Maximum Top Chord Forces Per Ply (Ibs) TCDL: NA psf BldgCode: FBC 2014 RES Max TC CSI: 0.072 Chords Tens.Comp. Chords Tens. Coin Soffit 0.00 BCDL: NA psf p- p' Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0,018 A - B 0 0 1-1 0 0 Spacing: 24.0 " C&C Dist a: NA It Rep Factors Used: Yes Max Web CSI: 0.031 B - C 0 0 J - K 0 0 Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: C - D 0 0 K - L 0 0 I: NA GCpi: NA Plate Type(s): D- E 0 0 L- M 0 0 Wind Duration: NA WAVE VIEW Ver: 16.01.01B.061420 E- F 0 0 M- N 0 0 Lumber F- G 0 0 N- O 0 0 G-H 0 0 O-P 0 0 Value Set: 13B (Effective 6/1/2013) H - I 0 0 Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Webs 4x2 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "138" uses design values approved 1/30/2013 by ALSC AG-AF 0 0 Y- X 0 0 AF-AE 0 0 X- W 0 0 Bracing, AE-AD 0 0 W- V 0 0 Sheathing is required for any longitudinal(drag)MAP�,�* ° AD -AC 0 0 V - U 0 0 forces. All connections to be designed by the building air °� AC -AB 0 0 U - T 0 0 designer.. v- AB -AA 0 0 T- S 0 0 Fasten rated sheathing to one face of this frame. + AA- Z 0 0 S - R 0 0 NO 0471.02 Z-Y 0 0 Plating Notes m v a All plates are 2X4 except as noted., Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. Additional Notes a .* w Webs are square cut except dbl diagonals or as STATE a AH-AI 0 -4 P- R 0 -46 otherwise shown. A -AG 0 -48 R - Q 0 -9 Truss must be installed as shown with top chord up.$�� Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. AN off B-AF 0 -133 J-X 0 -133 C-AE 0 -134 K-W 0 -133 40 01 Sit 38 FF 588180 BB 71748 00 99 2E 85 F8 D -AD 0 -133 L - V 0 -133 ThUitenzzdzr_aW byMawtlMarttnrs, E-AC 0 -133 M-U 0 -133 .ttc.t�reztanttmaaast7vaatasBasrsr<.a F-AB 0 -133 N-T 0 -134 aa»'dsnnlaaeuca_ G-AA 0 -133 O-S 0 -133 et2stsdc�scsiidaes^.m-.tmm natca�axaea siynsxrana sealaa H-Y 0 -133 and the mmydcctronk ca,plas. **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, handlinq 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 bracing per BCSI. Unless noted o1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. hefer to drawings 16OA-Z for sandard plate positions. Alpine, a division of ITW 8uilding�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSUfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, _ listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suibility and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more infonnation see thisjob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www, inst.o • SBCA: wwwsbcindu .com; ICC: www.iccsafe.o IJob Number: 136DCS122 I Ply: 1 I SEQN: 685010 / T35 / SY42 4EDB-Arden-1969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OW I Qty: 8 FROM: JAH DRW: Truss Label: FT2 Wot:116.2 Ibs / .. 08/04/17 678 8'7"8 187'8 67"8 z 10, 1112X4 =2X4(R) =4) YA B C D 2X4(R)Z N W=3X4=2X4(R) 1112X4=3X4 =3X4 1112X4 E F G H I J K X W V U T S R Q P O N M =5X6 1112XG 1113X6(R) =4X4 =4X4 W=3X4 18'7"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:INA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W X loll / - / - / - / - 17.5 TCDL: 10.00 Speed: NA mph Pf: NA I Ce: NA VERT(LL): 0.336 S 646 360 BCLL: 0.00 Enclosure: NA Lu: NA Cs NA VERT(TL): 0.526 S 413 240 M 1012 / - / - / - / - / 4.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.041 M - - X Min Big Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(TL): 0.065 M - - M Min Brg Width Req = 1.3 Code / Misc Criteria NCBCLL: 10.00 Mean Height: NA ft Creep Factor. 1.5 Bearings X & M are a rigid surface. Soffit: 0.00 TCDL: NA psf Bldg Code: F,BC 2014 RES Max TC CSI: 0.986 Bearing X requires a seat plate. BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Sid: 2007 Max BC CSI: 0.770 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.507 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. A - B 1 0 F - G 0 - 3767 I: NA GCpi: NA Plate Type(s): VIEW Ver: 16.01.018.0614.20 Wind Duration: NA I WAVE B - C 0 -1744 G - H 0 -3617 C- D 0 -2971 H- 1 0 -2950 Lumber D - E 0 -3767 I - J -1748 Value Set: 13B (Effective 6/l/2013) E-F 0-3767 J -K 1 1 0 Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "l3B" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 4X6 except as noted. Deflection Max JT VERT DEFL: LL: 0.34" DL: 0.24". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 40 01 5A 39 FF 55 81 B0 80 7F 49 00 99 2E 95 FB Tbu Item'Imb&cnc{c ad nad'midu led by ixa -&I martkur, FE (n. M, 047-rsal CA the dM stwwa abwm tans a Sit&'3 auheettc uan Calm a"Modcgtaazefefris dW=WA Zit 06t= &Md 4ai=d scaled andds'c i m-kh$ crlfLmd mmvdeclwnk c4ias. '"IMPORTANT"' FURNISH THIS DRAWING TO ALL a division of UPI 1; or for h acce Lance any s�ructure ral notes page anf as Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. X- W 986 0 R- Q 3827 0 W-U 2470 0 Q-P 0 0 V-U 0 0 Q-O 3413 0 U- T 3752 0 O- N 2482 0 T- S 3765 0 N- M 983 0 S - R 3829 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ Y-Z 0 -3 G-Q 0 -378 A-X 0 -44 Q-H 310 0 X-B 0-1373 H-O 0 -644 B-W 1054 0 0-1 651 0 W-C 0-1010 I-N 0 -1020 C- U 701 0 N- J 1065 0 U-D 0-1116 J-M 0 -1368 D-T 493 0 K-M 0 -42 E-S 104 -130 M-L 0 -7 S-G 318 -334 INCLUDING THE INSTALLERS 1. , Refer to and follow the latest edition of BCSI (Building ming these functions. Installers shall provide temporary icturai sheathincl and bottom chord shall have a propefly lave bracing insTalled per BCSI sections B3, B7 or 10, on the Join f Details, unless noted otherwise. (2efer to r any deviation from this drawinq,any failure to build the nng of thlSses.A seal on this drawing or cover page insibility solely_for the design shown. The suitability SBCA Job Number: 136DCS122 , , i Ply: 1 SEQN: 685004 / T38 / SY42 I 4EDB-Arden-1969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OW Qty: 4 FROM: JAH DRW: Truss Label: FT3 Wgt: 89.6 Ibs / ... 08/04/17 T sys =2X4(R) z =2X4(R) lye 67'8 + 87"8 14'10"8 67"8 2' 67 �- 1'3" -i { 2'6" — 1 — 2'6" -� 1112X4 =4X6 A B C D P{ 2'1"8 -1— 2'6" — 1 1'3" -- E F ��� _� I._.. �1I.._.. I !11�(20 _ �--�IIII . =4X4 —4AD Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA EXP: NA Des Ld: 55.00 Mean Height: NA It NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP 91 Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 3X4 except as noted. Additional Notes + 2x6 continuous strongback. See detail STRBRIBRIO14 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. IIILX4 III/-A4 ='+AD =4X6 14'10"8 _l Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.137 N 999 360 Q 804 1 _ I _ / _ / _ / 7.5 Lu: NA Cs: NA VERT(TL): 0.239 D 721 240 J 806 / - / - / - / - 13.0 Snow Duration: NA HORZ(LL): 0.025 B - - Q Min Brg Width Req = 1.5 HORZ(TL): 0.046 B J Min Brg Width Req = 1.3 Code / Misc Criteria Creep Factor: 1.5 Bearings Q & J are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.407 Bearing Q requires a seat plate. TPI Std: 2007 Max BC CSI: 0.731 Rep Factors Used: Yes Max Web CSI: 0.367 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A- B 1 0 E- F 0 -2117 WAVE VIEWVer:16.01.01B.0614.20 B-C 0-1323 F-G 0 -1320 C-D 0 -2102 G-H 1 0 D-E 0-2318 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Q-P 768 0 M-L 2315 0 P- O 1850 0 L- K 1838 0 tilkst)) O- N 2318 0 K- J 772 0 N - M 2318 0 MAq ,fit 10Maximum Web Forces Per Ply (Ibs) ... 4z �' Webs Tens.Comp. Webs Tens. Comp, No 2 R-S 0 -3 M-E 196 -122 > aZ A-Q 0 -47 E-L 0 -495 Q- B 0 -1070 L- F 450 0 B-P 771 0 F-K 0 -721 P-C 0 -734 K-G 762 0 STATE OF k C- O 400 0 G- J 0 -1075 O-D 0 -455 H-J 0 -42 rD - N 129 -137 J - 1 0 -7 40 01 5A 38 FF 56 81 B0 80 7F48 00 992E 85 FB L Itemh;n been seabdby FiSaru�d'taariinra, F£�'l.Sic-6tirtH2!on �aefatashnv�n ata¢ee tx�g asHb.1 a ser4 aYwnzcdc. Pnnn,d«xt¢zro-itt s daeumeatue not cmile d skntd andsealed mnb mw7damtmnk mina. *"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, handlingp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) f-or safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer 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 ANSIrI Pl 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawingg indicates acceptance of professional engmeerm 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 ineltw.com; TPI: www. inst.o ; SBCA wwwsbcindu .com; ICC: www.iocsafe.org Job Number: 136DCS122 4EDB-Arden-1969 "D" OL OW [DR Horton /4EDB-Arden-1969 "D" OL OW Truss Label: FT4 Ply: 1 City: 6 Wgt: 89.6 Ibs SEQN: 685012 / T36 / SY42 FROM: JAH DRW: / ... 08/04/17 6-7"8 87"8 1478 67"8 2' 6' 17 i' 2'6" 2'6" 110"8 1 2'6" 1 17 �{ 1112X4 =4X6 =4X6 1112X4 A B C D E F G H T T =2X4(R) 'v 5T=2X4(R) 1ya P O N M L K J I =4X4 =4X6 1112X4 1112X4 =4X6 =4X6 147'8 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 Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pf: NA j Ce: NA VERT(LL): 0.136 M 999 360 P 790 / - / - / - / - 17.5 BCLL: 0.00 Enclosure: NA - Lu: NA Cs: NA VERT(TL): 0.236 D 717 240 1 805 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.025 B - - P Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(TL): 0.045 B - - I Min Brg Width Req = - i NCBCLL: 10.00 Mean Height: NA itCode / Misc Criteria Creep Factor: 1.5 Bearing P is a rigid surface. TCDL: NA psf Soffit 0.00 BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.426 Bearing P requires a seat late. 9 q p Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.752 Spacing: 24.0 " C&C Dist a: NA ft Rep Factors Used: Yes Max Web CSI: 0.358 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwali: 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 E - F 0 -2073 Wind Duration: NA WAVE VIEW Ver: 16.01.01 B.0614.20 B - C 0 -1294 F - G 0 -12BB Lumber C- D 0 -2044 G- H 3 0 D - E 0 -2233 Value Set: 13B (Effective 611/2013) Top chord 4x2 SP 91 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 4x2 SP #1 Webs 4x2 SP #3 Chords Tens.Comp. Chords Tens. Comp_ Lumber value set "138" uses design values P - O 754 0 L - K 2228 0 approved 1/30/2013 by ALSC O - N 1809 0 K - J 1790 0 N-M 2234 0 J-1 757 0 Plating Notes M - L 2233 0 All plates are 3X4 except as noted. Hangers !Ties -` Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. (J) Hanger Support Required, by others Q-R 0 -3 L-E 238 -125 Additional Notes s ` na• A - P 0 -47 E - K 0 - 507 + 2x6 continuous strongback. See detailMIN, P - B 0 -1049 K - F 468 0 STRBRIBR1014 for bracing and bridging '. B - O 752 0 F - J 0 -698 recommendations. a STATE Of: v O-C 0 -716 J-G C- N 379 0 G I 738 0 0 Webs are square cut except dbl diagonals or as N- D 0 I- H -1057 0 otherwise shown. -421 D-M 112 -144 H-1 -15 0 -45 Truss must be installed as shown with top chord up."�� 40 01 SA 38 FF 50 8180 BB 7F48 00 99 2E 95 FB Tf,{c 3Eemtim 6esn ak sd aad wduafad by MavA Mtartinex, m(;ri.,uC.rA7ts3.1a5HA•a za„«tlfzn6mum 9e. Fvvttitadto ees xtssad�cxsstst�,e aratacxuita ad skpdd3ardsealed and Stxe'NP P acRhanikausuvle ma;t::e xrcdf3e6 masydettramY- aclas. � "'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, bV TPI anc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,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. kefer to drawings 160A-Z for standard plate positions_ Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANS► PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawingg indicates acceptance of professional engineeringg 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/TP11 Sec.2. For more information see this lotYs general notes page and these web sites: ALPINE: www.al ineft w.com; TPI: www. inst.o ; SBCA: www.sbcindu .com; [CC: www.iccsafe.orq Job Number: 136DC3122 Ply: 1 SEQN: 6850161 T39 / SY42 4EDB-Arden-1969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OW,, ' Qty: 1 FROM: JAH DRW: Truss Label: FT6 Wgt: 33.6 Ibs ! ... 08/04/17 r31� F3 1 2'6" �. Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BOLL: 0.00 BCDL: ' 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " T=2X4(R) I "v Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA ft TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA It Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. =3X4 1112X4 111 A B =3X4CD 4' Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pa: NA CY NA CAT* NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.002 G 999 360 H 207 ! - 1- I - 1- Lu: NA Cs: NA VERT(TL): 0.004 G 999 240 F 207 /- /- /- /- Snow Duration: NA HORZ(LL): 0.000 F - - H Min Brg Width Req = 1.5 HORZ(TL): 0.001 F - F Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 Bearings H & F are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.197 / 4.0 13.5 TPI Std: 2007 Max BC CSI: 0.042 Maximum Top Chord Forces Per Ply (Ibs) Rep Factors Used: Yes Max Web CSI: 0.060 Chords Tens.Comp. Chords Tens. Comp. FT/RT:12(0)/10(0) Mfg Specified Camber: A- B 1 0 C- D 1 0 Plate Type(s): B - C 0 -108 WAVE VIEW Ver: 16.01.01B.0614.20 allo 047102 e A e 0 STATE 40 015A38 FF 56 8180 BB 7F48 00 99 2€ 85 FB Mk laam't<as scarf ekcYrcasca tgs{ned'.i aaaladb�Wwa lr$artbwz PE (rt. a s3tAa1 audtent=rfa�ifcada. �da+tcd at��attfas dr�tras�t.atm trot cd >a�ati azfd;�alnd awE tis�:�xa�3�faheri&aticn c�fa rau�t#ra aretirrsi eat smmydectiarsY_ Ins. Maximum Bot Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. H-G 99 0 G-F 99 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ I-H 1 -6 G-C 46 0 A-H 44 0 C-F 0 -261 H-B 0 -261 D-F 44 0 B-G 46 0 F-E 1 -6 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vire extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building [ Safety Information, byy TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly aid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, le. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of TPI 1; or for h acceptance any structure lis drawing,any failure to build the on this drawing or cover page le design shown. The su!tabildy rPl 1 Sec.2. Job Number: 136DCS122 Ply., 1 SEQN: 685018 / T43 / SY42 4EDB-Arden-1969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OW Qty: 1 FROM: JAH DRW: Truss Label: FT7 I Wgt 50.4 Ibs / ... 08/04/17 Loading Criteria (pso TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 10.00 Soffit: 0.00 Load Duration: 1.00 Spacing: 24.0 " F3'd 2t6" JX4 J 3X6 Wind Criteria Wind Sid: NA Speed: NA mph Enclosure: NA Category: NA EXP: NA Mean Height: NA it TCDL: NA psf BCDL: NA psf MWFRS Parallel Dist: NA C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Hangers / Ties Recommended hanger connections are based on manufacturer tested capacities and calculations. Conditions may exist that require different connections than indicated. Refer to manufacturer publication for additional information. Bearing at location x=0' uses the following support conditions: Bearing J (0', B'8") THA422 Supporting Member: (1)4x2 SP 91 (2) 0.162"x3.5" nails into supporting member, (4) 0.148"xl.5" nails in flange and (6) 0.148"x3" nails into supported member. Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. �3"1 2'6" 9" -� =Y4 ='AVA III 2X4(R) 3X4 = 3X4 T6" 3X4 T 3i"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Per: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pt NA I Ce: NA VERT(LL): 0.015 C 999 360 J 413 / - / - /_ /_ Lu: NA C5: NA VERT(TL): 0.024 C 999 240 G 398 / - / -- Snow Duration: NA HORZ(LL): 0.003 G - - J Min Brg Width Req = - HORZ(fL): 0.005 G - - G Min Brg Width Req = 1.5 Code / Misc! Criteria Creep Factor: 1.5 Bearing G is a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.269 Bearing G requires a seat plate. TPI Sid: 2067 Max BC CSI: 0.131 /- / 7.5 Rep FactorsiUsed: Yes Max Web CSI: 0.126 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ Plate Type(s): A- B 3 0 C- D 0 -428 WAVE 1 1 VIEW Ver. 16.01.01B.0614.20 B- C 0 -485 D- E 1 0 4001SA 38 FF5581BOBBB7F48009R2E85FS EBsit Item im bscrt cltdrwkalys4nod ax7 created by&tuxd Martyr, PF.(FL. Lk047021 on ttdate %timmabaw trkr; a 519k>E acthent4ctit�rde, almedm cft}is e0namant sramat C=zi&"d tf lord scaled and ft SeiAA �s^thent tat assa�#e r k i awnfied M mydeaw k SaapkL Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. J -1 349 0 H- G 238 0 I-H 594 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp A-J 0 -62 H-D 264 0 J-B 0 -489 D-G 0 -453 B-I 190 0 E-G 0 -1 1-C 0 -151 F-K 0 -2 C-H 0 -231 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS 7uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [Safety Information, by TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly oid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, e. AppTy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to 60A-Z for standard plate positions. a division of 'INI 1,ortor n acceptance any structure ral totes page ant failure to build the g or cover page rn. The suitability Job Number: 136DCS122 Ply: 1 SEQN: 6850221 T51 / SY42 4EDB-Arden-1969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OW Qty: 1 FROM: JAH DRW: Truss Label: FT5 Wgt: 86.8 Ibs / ... 08/04/17 (lYP) A R r, 7 a=2X4(Rr 1 AA Z Y Loading Criteria (psf) Wind Criteria TOLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BOLL: 0.00 Enclosure: NA BCDL: 5.00 Category. NA EXP: NA Des Ld: 55.00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. n 1= P r; H 1 .I K I_ M X W V U T S R Q P 14'7"8 - 147"8 - Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in for. Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.000 K 999 360 O* 108 1- / - /- /- / 175 Lu: NA Cs: NA VERT(TL): 0.000 K 999 240 AA Min Brg Width Req = - Snow Duration: NA HORZ(LL): 0.000 M - - Bearing AA is a rigid surface. HORZ(TL): 0.000 M - Code / Misc Criteria Creep Factor: 1.5 Maximum Top Chord Forces Per Ply (Ibs) Bldg Code: FBC 2014 RES Max TC CSI: 0.077 Chords Tens.Comp. Chords Tens. Comp. TPI Sid: 2007 Max BC CSI: 0.018 A- B 1 0 G- H 1 0 Rep Factors Used: Yes Max Web CSI: 0.032 B - C 1 0 H - 1 1 0 FT/RT:20(0)110(0) Mfg Specified Camber: C- D 1 0 1-1 1 0 Plate Type(s): D- E 1 0 J- K 1 0 WAVE VIEW Ver:16.01.01B.0614.20 E-F 1 0 K-L 1 0 F-G 1 0 L-M 1 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AA-Z 0 -1 U-T 0 1 Z-Y 0 -1 T-S 0 -1 Y-X 0 -1 S-R 0 1 X-W 0 -1 R-Q 0 -1 1) W-V 0 -1 Q-P 0 -1 F � + ,# W 1 ', Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Comp. 04710 AB -AA 0 -7 M-O 0 -5 A -AA 0 -5 O- N 0 -7 Maximum Gable Forces Per Ply (Ibs) STATE OF Gables Tens.Comp. Gables Tens. Comp. B-Z 0 -107 H-T 0 -133 p •e��� C-Y 0 -139 1-S 0 -134 D-X 0 -132 J-R 0 -132 _ E-W 0 -134 K-Q 0 -139 F-V 0 -133 L-P 0 -107 MAAL G - U 0 -133 40 01 SA3$ Ff 5B 81 BD'BB 7F4& 00 99 2E 85 FB YrkItemhx�1a€enalc m`dys aad.arwiwaladbpitza 3Maftinwv PE (FL. Lrr.04711121 nflt�ada3c DWI aW�icnr�aaixrsda. ?i�tsd ca�zxx.�ef•� d�•^^ram ara rat cvn��sed S�ncs3 ansi ssalmd aA£ the 32 aasrrent;wS�a¢arda tnwia �srif'ed t¢i amgr�eztrar� a:�lax. **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 anc7'SBCA) fr safety practices pnor to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, as applicable. Apply prates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer 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 II PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. _ listing this drawingg indicates acceptance of proiessiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this'ob's general notes pacte and these web sites: ALPINE: www.al inefw.com; TPI: www. inst.o ; SBCA' www.sbcindu .com; [CC: www.iccsafe.or Job Number: 136DCS122 Ply:1 SEQN: 685026 / T12 / SY42 4EDB-Arden-1969 "D" OL OW [DR Horton /4EDB-Arden-1969 "D" OL OW Qty: 3 FROM: JP H DRW: Truss Label: FT8 Wgt 151.2 lbs ._ / ... 08/04/17 1112X4 _ —2X(R) AB T s;s AD v =2X4(R) se AE;4 AC =4X6 9'9"8 9'9"8 12 f 1'3"12 =4X6 1112X4 =4X4 C D E 1112X6 =6X6 F G H AB AA IZ Y X W =4X10 I W=3X6 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA it NCBCLL: 10.00 TCDL: NA psf Soffit. 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 42 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 5X6 except as noted. Deflection Max JT VERT DEFL: LL: 0.42" DL: 0.28". See detail DEFLCAMB1014 for camber recommendations. Additional Notes + 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. 11'12 2' 9'712 3 =5X8 W=3X4 1112X4 =4X6 I J M N S =6X6 R. 1112X4 O P =CB I 21'3"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (lbs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw I Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.417 V 598 360 AC 1157 /- l- I- /- 17.5 Lu: NA Cs: NA VERT(TL): 0.651 V 383 240 Q 1171 / - / - / - / - / 4.0 Snow Duration: NA HORZ(LL): 0.062 B - - AC Min Brg Width Req = 1.5 HORZ(TL): 0.097 B Q Min Brg Width Req = 1.3 Code / Misc Criteria Creep Factor. 1.5 Bearings AC & Q are a rigid surface. Bldg Code: iFBC 2014 RES Max TC CSI: 0.688 Bearing AC requires a seat plate. TPI Std: 2007 Max BC CSI: 0.793 Rep Factors Used: Yes Max Web CSI: 0.604 Maximum Top Chord Forces Per Ply (lbs) FT/RT:12(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A- B 1 0 1-1 0 -4694 WAVE VIEW Ver: 16.01.01B.0614.20 B - C 0 -2047 J - K 0 -4666 C -D 0 -3611 K-L 0 0 D-E 0 -3611 K-M 0 -3600 E- G 0 -4538 M- N 0 -3600 F-G 0 0 N-O 0 -2045 G-H 0-5413 O-P 3 0 H - 1 0 - 5425 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AC -AB 1136 0 W - V 5425 0 ass ` AB -AA 2927 0 V - U 5417 0 0`' AA- Y 4196 0 U- T 0 0 Z-Y 0 0 U-S 4258 0 ft NO ` Y- X 5046 0 S- R 2928 0 e X- W 5043 0 R- Q 1134 0 aft AM ne Maximum Web Forces Per Ply (lbs) Webs Tens.Comp. Webs Tens. Camp. STATE OF AD-AE 0 3 V -1 314 25 A-AC 0 -42 I-U 0 -1039 Ft B — B 1260 -1582 K - S 60 0 -89 AB- C 0 -1225 M- S 26 0 y C-AA 930 0 S-N 913 0 SERAL D -AA 0 - 73 N- R 0 -1228 40 01 SA 39 FF 5B 81..80 BB 7F48 00 99 2€85 FB AA- E 0 - 795 R - O 1268 0 ThitiwrnlsbzcnE-Y 495 0 O-Q 0 -1581 PF.(a. i1c,047,192(cn Lhewax 'afarwa att wigaSNS1 azgn�acascs� Y- G 0- 725 Q- P 0 -15 G- W 1085 0 P- Q 0 -45 P42dtrd cgscsarlis aitxratara nntc�azrSea'rd a.zt��*.aknz£ W - H 0 -676 mad Else ST£tvZ �sSheaficatt xxee9a rpcatl 8xa vadff� cxa amT�attmra rzytlna.. ' "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 anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherw!se,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 ptales to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. {2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildincc��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 ANSIITP11 Sec.2. ,For more information see this "ob's eneral notes page and these web sites: ALPINE: www.al ineitwxom; TPi: www. inst.o ; SBCA' www.sbcindust .com; [CC: www.iccsafe.org Job Number. 136DCS122 Ply: 1 SEQN: 6850311 T34 / SY42 _C 4EDB-Arden-1969 "D" OL OW /DR Horton /4ED6-Arden-1969 "D" OL OW Qty: 7 FROM: JAH DRW: Truss Label: FT9 Wgt: 152.6 Ibs / ... 08/04/17 1112X4 =2X4(R) AF A B T 3�e —2X4(R)ff 1 is AG AE =4X6 919"8 11-9"8 9'9"8 2' 1112X6 =4X6 1112X4 1115X6(R) C D E F G H Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55EXP: NA .00 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA 1: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 5X6 except as noted. Deflection -- Max JT VERT DEFL: LL: 0.41" DL: 0.27". See detail DEFLCAMB1014 for camber recommendations. Additional Notes t 2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. =4X10 W=H0308 21'7" 9'9"8 P"iz, 1112X6 W=3X4 1112X4 =4X6 1114X6(R) 1114X6(R) 217" =4X1 U 2X4(R) 1112X4 _TM I Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in roc Udell L!# Loc R / U / Rw / Rh / RL 1 W Pt NA Ce: NA VERT(LL): 0.409 1 619 360 AE 1173 / - / - ! - ! - / 7.5 Lu: NA Cs: NA VERT(TL): 0.639 1 396 240 S 1173 / - / - / - / - 17.5 Snow Duration: NA HORZ(LL): 0.064 S - - AE Min Brg Width Req = 1.5 HORZ(TL): 0.100 S S Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 1.5 Bearings AE & S are a rigid surface. Bldg Code: FBC 2014 RES Max TC CSI: 0.654 Bearings AE & S require a seat plate. TPI Std: 2007 Max BC CSI: 0.B11 Rep Factors Used: Yes Max Web CS 1: 0.614 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:12(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ Plate Type(s): A- B 1 0 1-1 0 -5570 WAVE, HS VIEW Ver: 16.01.01B.0614.20 B - C 0 -2080 J - K 0 -4799 C- D 0- 3681 K- L 0- 4793 D-F 0-3681 L-M 0 0 E- F 0 0 L- N 0- 3673 F- G 0 -4752 N- O 0 -3673 G- H 0- 5564 O- P 0- 2080 H-I 0 -5569 P-Q 1 0 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AE-AD 1153 0 Y - X 6569 0 .v AD -AC 2978 0 X - W 5481 0 AC -AB 4273 0 W- V 0 0 b AB- Z 4273 0 W- U 4320 0 No 04718,2 AA- z o o u- r 2979 o " Z-Y 5417 0 T-S 1153 0 Maximum Web Forces Per Ply (Ibs) T Webs Tens.Comp. Webs Tens. Comp. � m AF-AG 0 -3 I-X 261 -332 , A -AE 0 -42 X - J 655 -252 a r AE- B 0 -1605 J- W 0 - 920 B -AD 1289 0 W- L 667 0 AD-C 0 -1249 L-U 0 -879 C -AC 956 0 N - U 21 - 35 D -AC 0 - 82 U- O 943 0 40 01 5A 38 FF 50 8180 88 7F 48 00 98 2E 95 FB1 AC- F 0 - 805 O - T 0 -1251 Thhitenitraatec tkaradmws{�nedvd9 CaWtey azure9tatartbes F-Z 659 0 T-P 1290 0 E (rL. u<.birds,�} c' ca3c�.:rncsa rta6evm ar g z 5si a Z - G 0 - 904 P - S 0 -1604 asa�tenrradca, uv9a. G-Y 735 -156 Q-S 0 -42 uacscrrcisd�raascatanaccrn}cmcasaaanils�lae Y-H 172 -405 R-AH 0 -3 ae�E t$c Sk av4itien�a9i�ersle rapt @c arecifred cae amydectmnic rmplux.. —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 anc7'SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl 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 far standard plate positions. Alpine, a division of ITW Buildin�!LLComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIrfP1 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawingg indicates acceptance of pro�essiom engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al ineitmoom: TPI: www. inst.o ' SBCA: www.sbdndu .00m; ICC: www.lecsafe.o Job Number: 136DCS122 Ply: 1 SEQN: 685036 / T57 / SY42 4EDB-Arden-1969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OW Qty: 1 FROM: JAH DRW: Truss Label: FT10 Wgt 114.8 Ibs Page 1 of 2 .. / ... 08/04/17 1,4" —� (TYP) 2X4(R) W=3X4=2X4(R) A B C D E F G H I J K L M N O P Q R T 3% Al-S "v =2 2X4(R)A N AJ At AH AG AF AE AD AC AB AA Z Y X W V U W=3X4 21'7" -i 21.7" J Loading Criteria (psg Wind Criteria TCLL: 40.00 Wind Sid: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Soffit: 0-00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA it Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/l/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up Snow Criteha (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): 0.000 R 999 360 T" 109 / - / - I- /- / 259 Lu: NA Cs: NA VERT(TL): 0.001 R 999 240 AK Min Brg Width Req = - Snow Duration: NA HORZ(LL): -0.000 R - - Bearing AK is a rigid surface. HORZ(TL):-0.000 R - - Code / Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs) Bldg Code:; FBC 2014 RES Max TC CSI: 0.078 Chords Tens.Comp. Chords Tens. Comp. TPI Std: 2007 Max BC CSI: 0.018 A - B 0 -1 J - K 0 -1 Rep Factors Used: Yes Max Web CSI: 0.033 B - C 0 -1 K - L 0 -1 FT/RT:20(0)/l0(0) Mfg Specified Camber: C - D 0 -1 L - M 0 -1 Plate Type(s): D- E 0 -1 M- N 0 -1 WAVE VIEW Ver:16.01.018.0614.20 E-F 0 -1 N-O 0 -1 F-G 0 -1 O-P 0 -1 G-H 0 -1 P-Q 0 -1 H-1 0 -1 Q-R 0 -1 1-J 0 -1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ AK-AJ 1 0 AB -AA 1 0 xs1t AJ-AI 1 0 AI-AH 1 0 AA- Z Z-Y 1 1 0 0 sesMAP,° AH-AG 1 0 Y-X 1 0 '' AG-AF 1 0 X- W 1 0 ,sue a 0 047162 0 AF-AE 1 0 AE-AD 1 0 W- V V- U 1 1 0 0 _ AD -AC 1 0 U- T 1 0 ' AC -AB 1 0 Maximum Web Forces Per Ply (Ibs) $ Webs Tens.Comp. Webs Tens. Comp. VAN W11��*� AL -AM 0 -5 A 0 R-T S-AN 0 0 -54 -5 -AK -54 a Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. 40025439FF5681BO8B7F4900992E95F8 B-AJ 0 -142 K-AA 0 -133 Yisizwti=Jadby masmW0140x, C-AI 0 -132 L-Z 0 -133 Ft�t.tic.xTtazpee�C adzshtaanatssysrringast3i D-AH 0 -134 M-Y 0 -133 atesr'-,wsYcnc�9� E -AG 0 -133 N- X 0 -133 arvmd "ptmol l mg aA= suind F -AF 0 -133 O - W 0 -134 uaa Sic ea. a AaMa ib"Code MMk tW'Kdf l ar acre dectmrl G -AE 0 -133 P - V 0 -132 cmlaS : H -AD 0 -133 Q- U 0 -142 —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. Referto and follow the latest edition of BCSI (Building Componen[ Safety Information, byy TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSL Unless noted IT chord shall have properly attached structural sheathingg and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on theJoin Details, unless noted otherwise. {2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc..shali not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI 1, or for handlim shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: wmww.al ineitw.com: TPI: www, inst.o ; SBCA : www.sbcindu .com; [CC: www.iocsafe.org Job Number: 136DCS122 Ply: 1 SEQN: 6850361 T571 SY42 4EDB-Arden-1969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OW Qty: 1 FROM: JAH DRW: Truss Label: FT10 Wgt: 114.8 Ibs Page 2 of 2 ... / ... 08/04/17 J -AC 0 -133 40 01 5A 38 FF 5081 BO BB 7F48 00 99 2E85 FB Ehk Itramiras vein aiat3rrn gz :rted=d=i1adtrj t. avnet Martin", PR(e..m.s4molan sxna zu�lenffic,szaim a utadn .Trisdars�matagm not cmmideacd*naezads 1.d zndmaaqdwivok mrlm. "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 bracing per 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 bracingg installed per BCSI sections 63, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinp 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 handlingf shlppin�, installation and bracing of Lvsses.A seal on this drawing or cover page listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. c....,,.,ro IMr,.,, fi— — fhk inh-c nonornl onto. nano and fh— —h eIt— 6t PINP — alninoitw rim• TPV wlrnu tni—t nrn• RRr.A• unnraf chrind—try ruin• Ir:r:• — ir—fn nm Job Number: 136DCS122 Ply: 1 SEQN: 685039 / T37 I SY42 4EDB-Arden-I969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OW Qty: 3 FROM: JAH DRW. Truss Label: FT11 Wgt 95.2 Ibs / ... 08/04/17 2,6" 2'6"12 2,6"12— 2,6" f' 1'3"12+ 1'3' 12'll 1112X4 =4X6 =4X4 A B C D E F T 3 a=2X4(R) v 38 2X4(R)S + Q P O N M L =4X4 =4X6 1112X4 15'7"8 1112X4 =4X6 1112X4 G H I K MJ =4X10 -4X6 Loading Criteria (psf) Wind Criteria Snow Criteiia (Pg,Pf in PSF) Defl1CSl Criteria ♦ Maximum Reactions (Ibs) TOLL: 40.00 Wind Sid: NA Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U 7 Rw / Rh / RL 1 W TCDL: 10.00 Speed: NA mph Pt NA Ce: NA VERT(LL): 0.153 M 999 360 Q 645 / - / - /- /- 17.5 BCLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.239 M 759 240 J 860 1- I - /- /- / 4.0 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.028 J - - Q Min Brg Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(TL): 0.J - - J Min Brg Width Req = 1.3 Mean Height: NA ft NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 1.5 g044 Bearings Q s & J are a g rigid surface. Soffit: 0.00 TCDL: NA psf BCDL: NA psf Bldg Code: FBC 2014 RES Max TC CSI: 0.314 Bearing Q requires a seat plate_ Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.495 Spacing: 24.0 " C&C Dist a: NA it Rep Factors Used: Yes Max Web CSI: 0.445 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 E - F 0 -2270 Wind Duration: NA WAVE VIEW Ver: 16.01.01 B.0614.20 B - C 0 -1407 F - G 0 -1408 Lumber C- D 0 -2273 G- H 0 -1408 Value Set: 13B (Effective 6/1/2013) D-E 0-2571 H-1 3 0 Top chord 4x2 SP #1 Bat chord 4x2 SP #1 Maximum Sot Chord Forces Per Ply (Ibs) Webs 4x2 SP #3 Chords Tens.Comp. Chords Tens. Comp_ Lumber value set "l3B" uses design values Q - P 811 0 M - L 2555 0 approved 1/30/2013 by ALSC P - O 1975 0 L - K 1959 0 i� K- J 720 0 Plating Notes $ N- M 2560 0 All plates are 3X4 except as noted. Additional Notes Maximum Web Forces Webs Tens.Comp. Per Ply (Ibs) Webs Tens. Comp. +2x6 continuous strongback. See detail STRBRIBR1014 for bracing and bridging 4 . �' R - S 0 -3 M - E 55 0 recommendations. _. '; A- Q 0 E- L 0 Webs are square out except dbl diagonals or as -44 Q - B 0 -1130 L - F -397 433 0 otherwise shown. Aw a B- P 828 0 F- K 0 -749 Truss must be installed as shown with top chord up. YA P - C 0 - 790 C-O 415 0 G - K K-H 0 - 99 934 0 '* O-D 0 H-J 0 -390 -1061 D-N 23 0 J-1 0 -15 D-M 39 0 1-1 0 -55 40 01 5A 38 FF 50 82 B0 BB 7F48 00 99 2E 85 FB rbk Item kubeen cie i4md wA asafedbp' Vaaazat.MartKm PE(Ft..ttc.ra s$3.(ant'aeca3eshuwaart w..fngasxa-t. aenGraxesrsresda_ Arbled"Fencairlis docu-jeet=not cm a&ffad Ifumewel Ind assd the 5�'Jiin2 avdventkatimscmde€naxtba wcr#fkrlea���rdectrer,� <DvIeL `*IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a regqwire extreme care in fabricatingq handlinp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nent Safety Information, byy TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide tempos per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperryly d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 67 or 610, icable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. 12efer to Is 160A-Z for standard plate positions. a division of ITW Buildjnf�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page, this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitbility re of this yawing for any structure is the responsibility of the Building Designer per ANSI1TP11 Sec.2. information see this job's general notes page and these web sites: ALPINE: www.alpinenw.cam; TPI: www.tpinst.org; SBCA: www.sbcindustrv.00m; ICC: www1ccsafe Job Number: 136DCS122 Ply: 1 SEQN: 685043 / T53 / SY42 4EDB-Arden-1969 "D" OL OW/DR Horton /4EDB-Arden-1969 "D" OL OW City: 1 FROM: JAI- DRW: Truss Label: FT12 I Wgt: 86.8 Ibs .. / ... 08/04/17 1'0„14 (TYP) q A B =2X4(R) C D E F G H I J K Loading Criteria (psf) Wind Criteria TOLL: 40-00 Wind Std: NA TCDL: 10.00 Speed: NA mph BOLL: 0.00 Enclosure: NA BCDL: 5.00 Category: NA Des Ld: 55.00 EXP: NA Mean Height: NA It NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bet chord 4x2 SP 91 Webs 4x2 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing Sheathing is required for any longitudinal(drag) forces. All connections to be designed by the building designer. Fasten rated sheathing to one face of this frame. Plating Notes All plates are 2X4 except as noted. Additional Notes See detail STRBRIBR1014 for bracing and bridging recommendations. Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. L M N 4(R) N 15'7"8 15'7"8 - I Snow Criteria (Pg;Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc. Udell L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.000 M 999 360 O. 108 /_ 1- f - / - / 187 Lu: NA Cs: NA VERT(TL): 0.000 M 999 240 AA Min Brg Width Req = - Snow Duration: NA HORZ(LL): 0.000 M - - Bearing AA is a rigid surface. HORZ(TL): 0.000 M - - Code / Misc Criteria Creep Factor. 1.5 Maximum Top Chord Forces Per Ply (Ibs) Bldg Code: FBC 2014 RES Max TC CSI: 0.074 Chords Tens.Comp. Chords Tens. Comp. TPI Std: 2007 Max BC CSI: 0.018 A- B 0 0 G- H 0 0 Rep Factors Used: Yes Max Web CSI: 0.031 B - C 0 0 H -1 0 0 FT/RT:20(0)/l0(0) Mfg Specified Camber: C- D 0 0 1-1 0 0 Plate Type(s): D- E 0 0 J- K 0 0 WAVE, VIEWVe,16.01.01B.0614.20 I E-F 0 0 K-L 0 0 F-G 0 0 L-M 0 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. AA-Z 0 0 U-T 0 0 Z-Y 0 0 T-S 0 0 Y-X 0 0 S-R 0 0 �Il� X-W 0 0 R-Q 0 0 MAAj W-V 0 O Q-P 0 0 es'*# �s V-U 0 0 P-O 0 0 w° . " - " Maximum Web Forces Per Ply (Ibs) o - Webs Tens.Com p Webs Tens. Com p # AB -AA 0 -8 M-O 0 -38 e A -AA 0 -38 O-N 0 -8 Ir 10 STATE Maximum Gable Forces Per Ply (Ibs) a Gables Tens.Comp- Gables Tens. Comp. B-Z C-Y 0 -123 0 -136 H-T 1-S 0 0 -133 -133 DE-W 0 K-Q 0 -133 -136 F-V G-U 0 -133 0 -133 L-P 0 -123 40015A38FF588180BB7F4800992E85F€3 rrrzl4amiustccraelactt F edamdwaladbyMamtlmartiaes, r?E tn. ucs 0 ;rlwj aza tticca2a.shsvn ah0��an' ga siik»l axatitanGu�.atmas�a9e. °' tsd<s t rarG}de da�=aazamot 0MA6..d skmaia zImaiad �i:.Im "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingq handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI an6 SBCA) toy safety practices prior to performing these functions. Installers shall provide temposrryy bracing er BCSI. Unless noted olhenvise,top chord shall have property attached structural sheathing and bottom chord shall have a properly attache rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections 63, B7 or 610, as applicable. Appty plate- to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer 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/l 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 pawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this iob's aeneral notes paae and these web sites: ALPINE: www.alpineltw.com; TPI: www.tpinst.oni: SBCA: www.sbdndustry.com; ICC: www.iccsafe.org Job Number: 136DCS122 Ply: 1 SEQN: 685045 / T44 / SY42 4EDB-Arden-I969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OW Qty: 1 FROM: JAH DRW: Truss Label: FG1 I Wgt: 39.2 Ibs / ... 08/04/17 L` ,rgnA .J I- T 1 Loading Criteria (psf) Wind Criteria TCLL: 40.00 Wind Std: NA TCDL: 10.00 Speed: NA mph BCLL: 0.00 Enclosure: NA BCDL: 5.00 Category. NA EXP: NA Des Ld: 55.00 Mean Height: NA it NCBCLL: 10.00 TCDL: NA psf Soffit: 0.00 BCDL: NA psf Load Duration: 1.00 MWFRS Parallel Dist: NA Spacing: 24.0 " C&C Dist a: NA ft Loc. from endwall: NA I: NA GCpi: NA Wind Duration: NA Lumber Value Set: 13B (Effective 6/1/2013) Top chord 4x2 SP #1 Bot chord 4x2 SP #1 Webs 4x2 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads —(Lumber Dur.Fac =1.00 / Plate Dur.Fac =1.00) TC- From 100 plf at 0.00 to 100 plf at 3.38 BC- From 10 pif at 0.00 to 10 plf at 3.38 PLT- 413 lb Conc. Load at ( 1.65, 9.96) Hangers / Ties (J) Hanger Support Required, by others Additional Notes Webs are square cut except dbl diagonals or as otherwise shown. Truss must be installed as shown with top chord up. E D =3X8 = 3X8 3'4"8 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.007 B 999 360 E 398 I - / - 1-- Lu: NA Cs: NA VERT(TL): 0.011 B 999 240 D 386 / - / -- Snow Duration: NA HORZ(LL): 0.001 D - - E Min Brg Width Req = - HORZ(TL): 0.002 D - - D Min Brg Width Req = - Code / Mis,c Criteria Creep Factor: 1.5 Bldg Code:; FBC 2014 RES Max TC CSI: 0.123 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2007 Max BC CSI: 0.122 Chords Tens.Comp. Chords Tens. Comp. Rep Factois Used: Yes Max Web CSI: 0.098 A - B 0 -14 B - C 0 11 FT/RT:12(9)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 16.01.01B.0614.20 Chords Tens.Comp. E - D 328 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. A-E 0 -28 B-D 0 -414 E-A 0 -94 C-D 0 -79 E- B 0 -411 D- C 0 -28 STATE OF 40013A38FF56K808137F4900992ESSFB 4tu itarn Rasfteas elae8t�ya art3 urea ray Mar�cei Mart[a� aijrL.I.i�.C§a3s4x(:wrthmats.ahar�"a6¢ruanga.5isd i cna xegaAaz�xht`z dtrra:ferataxm not xxantiairsaa s�xrl.s€sria csalaa and the.,srsp. .«:; Mf ttravzdfkdW mydelmnk xsaytas. "`WARNING— READ AND FOLLOW ALL —IMPORTANT** FURNISH THIS DRAWING TO ALL C a division of 'ivi i.or Torn acceptance any structure ral nnfP name am INCLUDING THE INSTALLERS I. _ Refer to and follow the latest edition of BCSI (Building ming these functions. Installers shall provide temporan[ uctural sheathing and bottom chord shall have a properly have bracing Installed per BCSI sections B3, B7 or 10, on the Join Details, unless noted otherwise. (2efer to ,r any deviation from this drawing,any failure to build the ;ing of trusses.A seal on this drawing or cover page tnslbillty solely_for the design shown. The suitability sects Job Number: 136DCS122 Ply: 2 SEQN: 6903201 T33 / MONO 4EDB-Arden-1969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OW Qty: 1 FROM: JAI DRW- Truss Label: FTG1 Wgt: 98.0 Ibs / ... 08/04/17 Loading Criteria (psf) TCLL: 40.00 TCDL: 10.00 BCLL: 0.00 BCDL: 5.00 Des Ld: 55.00 NCBCLL: 0.00 Soffit: 0.00 Load Duration:1.00 Spacing: 24.0 " Lumber 2141'2 4'11"4 7'6"10 a 9'9" I 12'2"8 l2'T'8 214t12 '}' 2172 217116 f 212"6 215118 =4X10 B =4X6 C 1112X4 D =4X10 E G M 2'9112 2'3"14 2'8" 14 2'5"10 2'4" 219112 511" 7'9"14 10'3"8 12'7"8 Wind Criteria Wind Std: ASCE 7-10 Speed: 90 mph Enclosure: Open Risk Category: II EXP: B Mean Height: 15.00 ft TCDL: 0.0 psf BCDL: 0.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.00 Wind Duration: 1.00 Value Set: 13B (Effective 6/1/2013) Top chord 2x6 SP #1 Bot chord 2x6 SP M-26 Webs 2x4 SP #3 ,.W9 2x4 SP #1: Lumber value set "l36" uses design values approved 113012013 by ALSC Nailnote Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot Chord: 2 Rows @ 6.00" o.c. (Each Row) Webs : 1 Row @ 4" o.c_ Use equal spacing between rows and stagger nails in each row to avoid splitting. Special Loads —(Lumber Dur.Fac =1.00 / Plate Dur.Fac.=1.00) TC- From 50 plf at 0.00 to 50 plf at 12.62 BC- From 5 plf at 0.00 to 5 plf at 12.62 BC- 805 lb Conc. Load at 1.23, 3.23, 5.23, 7.23 9.23,11.23 BC- 386 lb Conc. Load at 4.98 Purlins The TC of this truss shall be braced with attached spans at 24" oc in lieu of structural sheathing. Wind •••" Gust Wind Speed lower than required for FL. Wind loads and reactions based on MWFRS. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NP Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: No FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in too Udefl U# VERT(LL): 0.166 J 912 240 VERT( Q: 0.259 J 583 180 HORZ(LL): 0.026 A - - HORZ(fL): 0.040 A - Creep Factor. 1.5 Max TC CSI: 0.486 Max BC CSI: 0.548 Max Web CSI: 0.852 Mfg Specified Camber: VIEW Ver: 17.01.01A.0723.13 Additional Notes Truss must be installed as shown with top chord up. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W L 3027 / 256 / - ! - /_ 16.0 M 2881 /244 /- /- /- 17.5 Wind reactions based on MWFRS L Min Brg Width Req = 1.5 M Min Brg Width Req = 1.5 Bearings L & M are a rigid surface. Bearing M requires a seat plate. Maximum Top Chord Forces Per Ply (ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 2 - 25 D - E 427 - 5050 B - C 300 - 3546 E - F 267 - 3165 C - D 428 -5065 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ L - K 3174 -268 1- H 3390 -287 K- J 4970 -420 H- G 21 -2 J-I 5065 -428 »eaa Maximum Web Forces Per Ply (Ibs) Y*11 IN �r 7t� Webs Tens.Comp. Webs Tens. Comp- '1 A-L 10 -119 D-1 8 -90 1 7' L - B 283 -3341 I - E 1809 151 B-K 1176 -99 E-H 61 -711 K - C 130 -1538 H - F 3337 -282 C-J 599 -49 F-G 103 -1217 ®1 „ STATE OF 40015A38FF5581B0BB7F4800992E85 FB r}dc it1Mh=bzM 41.0malaaystnadsnf=W.dty il6a lMartifiav �E fti.. tia.C�rZ363t anlhe daa¢ show" �tmwo w.S�g a 53%a<i asBdiEritdt�t�aA LCS;i@. ?mteda siascrchis dca-imcaat atm not amm &..d*ntd=dwakd amdaraeydatronk CW_ —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Safety Information, bV TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly ii�id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, Ile. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to 60A-Z for standard plate positions. of TPI 1; or for h acceptance any structure its drawing any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 136DCS122 I Ply: 2 SEQN: 686092 / T40 / FLAT 4EDB-Arden-1969 "D" OL OW /DR Horton /4EDB-Arden-1969 "D" OL OW Qty: 1 FROM: DJH DRW. Truss Label: FTG2 Wgt: 140.0 Ibs / ... 08/04/17 3'4"5 6'3"6 9-1 "6 12'4"15 15'7"8 3,4"5 + 2'11"1 2'10"1 { 3'3"9 'I 3,2"9 '{ 1114X6(R) =4X4 1112X4 =3X6 1112X4 1115X8(R) A B C D E F T I 8 :T VVI W 10 L K J I H G 1112X4 1114X6(R) ='4X10 1112X4 = 6X6 M 1112X4 I 3'0"13 3'2"9 3'0"13 3'3"9 2'11"13 3'0"13 6'3"6 9'4"2 12'7"11 15'7"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 Ioc Udefl U# Lee R / U / Rw / Rh / RL / W TCDL: 10.00 Speed: NA mph Pt NA Ce: NA VERT(LL): 0.157 D 999 240 L 1054 / - / - /_ /_ / 4.0 BOLL: 0.00 Enclosure: NA Lu: NA Cs: NA VERT(TL): 0.246 D 763 180 M 1063 /- I - /_ /_ / 7.5 BCDL: 5.00 Category: NA Snow Duration: NA HORZ(LL): 0.019 A - - L Min Big Width Req = 1.5 Des Ld: 55.00 EXP: NA HORZ(TL): 0.030 A M Min Big Width Req = 1.5 Mean Height: NA ft NCBCLL: 10.00 TCDL: NA psf Code I Misc Criteria Cree Factor. 1.5 Bearings L & M are a rigid surface. P Soffit: 0.00 BCDL: NA psf Bearing M requires a seat late. Bldg Code: FBC 2014 RES Max TC CSI: 0.470 9 q P Load Duration: 1.00 MWFRS Parallel Dist: NA TPI Std: 2007 Max BC CSI: 0.664 Spacing: 24.0 " C&C Dist a: NA ft Maximum To Chord Forces Per PI Ibs Rep Factors Used: Yes Max Web CSI: 0.880 P y (Ibs) Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ I: NA GCpi: NA Plate Type(s): A - B 0 -1382 D - E 0 -1905 Wind Duration: NA WAVE VIEW Ver: 16.01.01B.0614.20 B - C 0 -2347 E - F 0 -1818 Lumber C - D 0 -2347 Value Set: 13B (Effective 6/112013) Top chord 2x6 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x6 SP #1 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 .W1, W7, W8, W10 2x6 SP #1: L - K 52 0 I - H 1905 0 Lumber value set "13B" uses design values K - J 1514 0 H - G 44 0 approved 1/30/2013 by ALSC J - 1 1956 0 Nailnote Nail Schedule:0.128"x3", min. nails y Maximum Web Forces Per Ply (Ibs) P Top Chord: 1 Row r� Webs Tens.Comp_ Webs Tens. Comp. @12.00" o.c. Bot Chord: 1 Row @12.00" o.c.e4` , r n A - L 0 -483 J - D 506 0 Webs : 1 Row @ 4" o.c. sew. A - K 1384 0 D - I 0 -219 Use equal spacing between rows and stagger nails K - B 0 -416 E - H 0 345 in each row to avoids splitting. 9• � u B- J 870 0 H- F 1849 0 Special Loads C-J 0 -291 F-G 0 -557 —(Lumber Dur.Fac.=1.00 / Plate Dur.Fac =1.00) •° TC-From 100 If at 0.00 to 100 lfat 16.62 BC -From 10 plf at 0.00 to 10 pif at 15.62' NE Of: TC- 398 lb Cone. Load at 7.98 0. eAF Purlins�� *� The TC of this truss shall be braced with attachedV IV AU spans at 24" oc in lieu of structural sheathing..' SERIAL Additional Notes 40 01 5A.38 FF 58 81 B€t BB 7F49 00 99 2E 95 FR Truss must be installed as shown with top chord up. uatedbyM32=zlMarttncr, ?E (FL, uc.rraiazi an the cuc show" aba7a Irma a SNA•1 sentk=,Azod _ 2Ybted cop8aa.a fb& dry-++,atmt mot a=Ml�sd dgnad and caiod W,d the .=.i+iA aw enikaIIizs code most ba*udbd maaydactrar31. cr�I33s.. —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 handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Comp on Safety Information, bV TPI anc7'SBCA) toF safety practices prior to performing these functions. Installers shall provide temposrryY bracing per BCSI., Unless noted oherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a proppefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or B10, as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. 12efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Bu!Idingg�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss for handling installation bracing trusses.A this d9awing in conformance with ANSIIfPI 1, or shipping, and of seal on or cover page_ listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. For more infonnailon see this lob's general notes pacte and these web sites: ALPINE: www.al ineitw.com• TPI: www. inst.o ; SBCA: wwwsbcindu .com; ICC: www.lecsafe.oriI Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Urt 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 nr, t9n nnh 1JInd Snood. IS' Monn Holnht. Pnrtinliv Fnr_i-lad. Fxansure 13. K7t = 1.00 S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces (1) lx4 'L' Brace r (1) 2x4 'L' Brace r (2) 2x4 'L' Brace Xw Q) 2x6 'L' Brace r (2) 2x6 'L' Brace r Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B - S P P #1 It#2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12, 8' 14' 0' 14' 0' 443 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' Stud 3' S. 5' 9' 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12, 6' 14' 0' 14' 0' Q P Standard 3' 8' 4' It' 5' 3' 6' 7' 7' 1' 81 it' 9' 6' 10' 4' 111 1' 14' 0' 14' 0' -j S P #1 4' 0' 6' 8' 1 6' 11, 7' 10' 8' 2' 9' 4' 9' 8' 12, 4' 12, 9' 14' 0' 14' 0' #2 3' 10' 6' 7' 6' 10' 7' 9' e• 1' 9' 3' 9' 7' 12, 2' 12, 8' 14' 0' 14' 0' OJ D P L #3 3' 9' 5' 3' S' 7' 6' II' 7' 5' 9' 2' 9' 7' t0' 11' 11' 8' 14' 0' 14' 0' Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' ill 11' 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' it, 9' e' 10' 4' 13, 1' 14' 0' U_ r #1 / #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10, 7' Ill 0' 13, 11' 14' 0' 14' 0' 14' 0' _ S P r #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10, 5' 10' 10, 13, 9' 14' 0' 14' 0' 14' 0' U LIP Stud 4' 2' 7' 1' 7' 6' e' 9' 9' 1' 10' 5' 10' SO' 13, 9' 14' 0' 14' 0' 14' 0' O i i Standard 4' 2' 6' 1' 6' 5' 8' I' 8' 9' 10, 5' 10' 10, 12, 8' 13' 7' 14' 0' 14' 0' #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' 11. 1' 14' 0' 14' 0' 14' 0' 14' 0' / S P #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' 11' 0' 131 Ill 14' 0' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, Ill 13' 4' 14' 0' 14' 0' 14, 0' D F L Stud 4' 4' 6' 5' 6' 10' B' 6' 9' 1' 10' 6' 10, It' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5. 8' 6' 0' 7' 6' 8' 0' 10, 2' 10' 10, it, 10, 12' 7' 14' 0' 14' 0' r #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14. 0' d S P r #3 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' LJ U [� Stud 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' O H f I1 Standard 0' 7' 5- 9' 4' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X # 1 _ 5' B' e' 9' 11' 10' 3' Ill 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 M76 3' 8' 7' 9' 9' 10, 2' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 7' 10' 9' 8' 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' 1 r D r L Stud 4' 7' f0'- 9' 8' 11' 1' Ill 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 6' 6' 11' 8' e' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' able Truss l Diagonal brace option T vertical length may be doubled when diagonal 18 X brace Is used. Connect L I diagonal brace for 60011 tl at each end. Max web Brace total length Is 14'. 11E31E 2x6 DF-L #2 or better diagonal T 1 Vertical length shown braces single 8, In table above. III or doubts cut 1 45• (as shown) at upper end Connect dlanonal at aLn =U- AN 1TW COMPANY 133B9 Lakeftont Drive w Earth City, MC, 63045 Refer to chart above for rl -VARNINGD- READ AND FOLLav ALL NO ES-ax THIS DRAVM `• w DPORTANT FURNISH THIS DRAVDIG TD ALL ClINITRACTORS =LIDDM THE INSTALLERS. t Trusses require extreme core In fabricattr+g, handUM •sWpWnii, Insulting and bracing. Refers. to and '@ allow the latest edltan of BCSI (Building Component Safety Information, by TPI and SBCA) for`_saFety acticoc prior to performing those functions. Installers shall provide temporary bradna per BCSL ,less noted otherwise, top chord shall have properly attached structural sh.p , and bolt chord all have a properly attached rigfd ceiling. Locations shown For pereanent lateral restraint of webs ,all have bracing installed per BCSI sections 43, B7 or B10, as nppticabl.. Appl plates to each face Bracing Group Species and Grades, Group A: S ruce-Pine-Flr Hem-Flr 11 al / #2 Standard 02 Stud a3 Stud #3 Standard Douglas Flr-Larch Southern Pinerxr #3 a3 Stud Stud Standard Standard Group BI Hem-Flr pl & Btr Dou ins Fir -Larch Southern Plnerwr at at a2 a2 1x4 Braces shall be SRB (Stress -Rated Board). rwFor Ix4 So, Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values maybe used with these grades. Gable Truss Detail Notesi Wind Load deflection criterion Is L/240. Provide upliFt connections for 75 piF over continuous bearing (5 psf TC Dead Load). Goble end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x34' min) nails. X For (1) 'L' brace, space nails at 2' o.c. In IS' end zones and 4' ac. between zones. 3K)IFor (2> 'L' braces, space nulls nt . o,c, In 18' end zones and 6' o.c, between zones. bracing must be a minimum of 8D% of web member length. Gable Vertical Plate Sizes Vertical Len th No Splice Less than 4' 0' 2X3 Greater than 4' 0', but 3X4 Lessthan Greater than Il' 6' 4X4 + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions ngth, not addressed by this detail. REF ASCE7-10-GAB16015 DATE 10/01/14 J = DRWG A16015ENC101014 ' truss anddm ppoosltlon as farm above and on the Joint DetaUs, unless noted otherwise. `+` " riP rfer to drnwa+gs 16OA-Z for standard plate positions. it O per, s d division of ieV B buR2 Components Group the Shall not be responsible For any deviation from 4 is drawing, b ingfailure0 to buRd the truss 4-+ confornance with ANSI/TPI 1, or for harMUn& slJpphl9• sA o R ,p� A $vtlon 6 brad g of trusser. `a rY,� 'Far\�\ A sent an this dneNg or rover page UsiLg this rt. The Indicates acceptance of pr mein arml ptr,eeriq ref �1' solely for the desfgr, sMwn The sultobBiP.ty and use of this drawing r any structure2. d �Forn ee this job's Buftftav �l n page and these1S-wob ekes yT4j/js asnt,7lF.,y,IF Alt\\\\\ ALPINE, wealpineltw.eomi TPB w-tpiest.orgi SEC& wee.faeindustry.orgi IM wwwJc=aFearg , TOT. LD. 60 PSF SPACING 24,0' Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 140 MPH Wind Speed, 30' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orr 120 moh Wind Sneed. 30' Mpart Heloht. Partlally Enclosed. Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) Ix4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace ■ (1) 2x6 'L' Brace w (2) 2x6 'L' Brace NO Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' S P F #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' B' 9' 1' 11' 3' 11' it, 13' 7' 14' 0' U u r Stud 3' 6' S' 4' S' 8' 7' 2' 7' 7' 8' B. 9' 1' 11' 2' 11' 11' 13' 7' 14' 0' 0 1H r Standard 3' 6' 4' 7' 4' It' 6' 2' 6' 7' 8' 4' 8' Ill 9' B. 10' 4' 13, 1' 14' 0' Q% #1 3' 10, 6' 4' 6' 7- 7' G' 7' 9' 8' it, 9' 3' 11' 9' 12, 2' 13' 11' 14' 0' —� 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' #3 3' 7- 4' 10' 5' 2' 6' 5' 6' ill B' 9' 9' 1' to, 1' 10, 10' 13' 8' 14' U' d D F L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' ill 8' 9' 9' 1' 10, 1' 10, 10, 13, 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' V 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10' 6' 13, 3' 13, 9' 14' 0' 14' 0' S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' B. 9' 111 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' <J O F Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' e' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' V Standard 4' 0' 5' 8' 6' 0' 7' 6' e' 0' 9' It, 10' 4' 11' 10, 12, B' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7- 8' 11' 1 10' 2' 10' 7' 1 13' 5' 13' 11' 14' 0' 14' 0' 0 11 S P #2 4' 2' 7' 2' 7' 5- B' 5' B' 9' 1 10' 1' 10, 6' 13' 3' 1 13' 9' 14' 0' 14' 0' #3 4' 1' 5' 11' 6' 4' 7' 11' B' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Q1 D F L Stud 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' to' 2' 11' 0' 11' 9' 14' 0' 14' 0' .Q #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' l0' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d S P F 03 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 111 It' 5' 14' 0' 14' 0' 14' 0' 14' 0' U (� stud 4' 5' 7' 7' 8' V 9' 2' 9' 6' 10, 11' it' 5' 14' 0' 14' 0' 14' 0' 14' 0' X O �I F S 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, 111 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' #1 4' 10' 8' 0' B' 3' 9' 5' 9' 9' 11' 2' It, 8' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 8- 7' 11' 8' 2' 9' 4' 9' e' Il' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' III 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' � D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10, S1' 11' 5' 12, 8' 13' 7' 14' 0' 14' 0' Bracing Group Species and Grades - Group AI S ruce-Pine-Fir Hem-Flr #1 / #2 lStandaRl I #2 I Stud 03 1 Stud 1 1 03 Standard ➢ou las Flr-Larch Southern Pinew-lw #3 03 Stud Stud Standard St nndnrd Group BI Hem -Fir 01 & Btr at Dou to Fir -larch Southern Pinewww nl #t #2 02 Ix4 Braces shall be SRB (Stress -Rated Board). wwFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these wades. Gable Truss Detail Notesi Wind Load deflection criterion is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers With 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nails. - - - - -- - )K_ For (1) 'L' brace-_ space Malls at 2' O.C. able Truss In 18' end zones and 4' oc. between zones. )K)KFor (2) 'L' braces- space naps at 3' o.c. Diagonal brace option- T in IS' end zones and 6' o.c. between zones. vertical length may be doubled when diagonal ]8' )K 'L' bracing must be a minimum of BOX of web brace Is used Connect L member length. diagonal brace for 690# Gable Vertical Plate Sizes at each end. Max web Brace total length Is 14'. i1fi K I Vertical Len th No Splice 2x6 DF-L 02 or Less than 4' 0' 2X4 better dlagonnl 'r Greater than 4' 01, but 4X4 Vertical length shown brace) single 81 X less than t2' 0' In table above. 45' or double cut (as shown) at L 1 + Refer to common truss design for upper end, peak, splice, and heel plates. ontlnuous Bearing 77 Refer to the Building Designer for conditions Connect dlagonn at midpoint of vertical web. Refer to chart above for max g&Nblllelllilr�t&6 length, not addressed by this detalt. —VARNB aw. READ AND FOUDW ALL NIMS MI TMIS DRAWBm wwUVWTAMTo FURNISH Tlas DRAWWG To ALL CURTRACI'M 81CLUDING THE INSTALLERS .�` �i T�'�y, `�,� REF ASCE7-10-GAB16030 DATE 10/01/14 Trusses r.quire extreme care h fabricating, handling, shipping, installing and brac4p. Refer to and follow the latest -dition of SCSI (Bu0.tling Component Safety Information, by TPI and SBCA) for safety `�` y\�°��51� i proct�es prior to perfornhg these functions. Installers shall proWd. temporary bradng per BCSL unless rated otherwise, tap a,ora shah have properly attached .tructural sheatNrip and bottom chard _ No DRWG A16030ENC101014 n �Y f� Q shall hove a properly Attached rigel ce11V Locations shown Par permanent lateral restraint of webs shall Mve hrodng Mstassd per Bh. s-4 am B3. B7 or StO, as unt-kAbto. dApplyot plot-. to each face of truss and posMlon as shown above and the Joint Details, unless noted otherxise. - IllJll IILIf—�� to R-few to drawhps 160A-Z far stondnrtl plate positions. for deviation from ATE OF AN RWCOMPANY Alpine, a dlvlslon of ITW Bultd Components Group Inc shall not be responsible wy this drawaig, any faswe to build the truss in conformance with ANSI/TPI 1, ar for harxAhp, shpping• hst L trusses. % I�' ✓�`�Q ' -y`` MAX. TOT. LD. 60 P$F is dra of A seal on lids drawhp or, cover page Osthe this tlrowhe, bid oaths acceptance of professlvgl seat Par the de The and use of this droweq �i �jf t/ 1 .. respanse-lity solely shown. sultabl0ty iar�wy ue6r•e Is the responsm0.lty of it+a L lift Drslgmer per ANSVTPI I Seel .. MAX, SPACING 24,0' 13388 Lakolron-Orive Earth Gty,M063045 web.1t .- eltvZoom, TPIi ww:tt`h�ta sSnBCal www.sbcIndus Page Ar-tl the.- web g¢�s� l % NAL 1p tp erg- tryargr ICO Jacsa re ALPINE —atpi I0aA'� 'T' Reinforcing Member Gabte Truss Gable Detail F'nr I a+ —in VFartirnlc Gable Truss Plate Sizes 3propriate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of .apped plates to span the web. „ 2X4 2X4 2X8 vroviae connections For uptit-t speciviea an the engineered truss ciesign. Attach each 'T' reinforcing member with End Driven Nallsr 10d Common (0.148'x 3',min) Nails at 4' o.c, plus (4) nails In the top and bottom chords. Toenaaed Nails- IOd Common <0,148'x3',m1n) Toenails at 4' o.c. plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPEDIGIO14 See appropriate Alpine gable detail for maximum unreinforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe-nall - Or - End-nall To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. eb Length Increase w/ 'T' Brace Examples ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 Ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP N3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase <From Above) = 30% = 1.30 (1) 2r,4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' 'T' Relnf. Mbr. Size 'T' Increase 2x4 30 2x6 20 —WWTAMTo f THISAv'ViRG M ALL FCLUW �PR�ACTEIn ON �t DING TM INSTALLERS Mfj(� •,,� REF LET —IN VERT DATE 10/�l/14 Trusses require extreme care 1. fobrlcathg, handling, shipping. ustalUq oM brace Refer to and U.. th. latest .,Adam of SCSI ®wading Component Safety tnfornntbn, by TPI and SBCA) for safety ��.�,�1 ` Ct�� pptt practices prbr t. perform1ng these fumiioms. Installers shalt provide tenporary bract g per SCSL U'tess mtetl otherwise, top chord Shea have properly attached structural sheatYJng and bottom chord DRWG GBLLETIN1014 shalt have a property attached ripld celing. Locations shaven for pernanen•t lateral mstraht of webs shaa have bracing installed per SCSI sectl n S3, 67 or 110, as apdkable. Apply plates to each face d O ALpO� of truss amid ppoosalon as she- above oM on the .heist Det l., Wass mted otherwise. Refer to drawh�gs 16OA-Z far standard plate poslttons. ' AN IiWCOMPANY Alpine, o dvtsbn oP ITV Huudna Components Group Ix. shall mt be responsa,le Por on devMtlon fray thus drown., any enuure to bWtd the truss In confornanoa wkh ANSVTP! 1, ar for hnne�ny sfUppeq, z ST T OF M�1X. TGT, LD, 60 PSF Installotion B brocNB of trusces A Baal an ihts droeNp or cover pnae ttst6g Gus drnwhy Nd7cates acceptance of proP.ssbmt engerereg r.spamsbw:atea,y far is Hie ce�yA�svrnl i fsi` ""'"R 'O �;9� 'A�,t}�'' UR. FAC. ANY 13389 Lakefront Drive any strucbre aP" i Earth City, 63D45 H For more Infarnatlon see this J.W. ganerni rots p.0. and these web sites. ALPINE. wwmaloMeltw.conr TPI, weetoinstoror SECAi wwwalecMd1st"Aroh ICG "Wccsafe.orn �i,.�Qn._ _ r'7V .�� MAX. SPACING 24.0' Valley Detail - ASCE 7-10: 160 Mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1h00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, IK)K Attach each valley to every supporting truss with) (2) 16d box (0,135' x 3.5') nails toe-nalled for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Ptates, Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of 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 Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014, Top chord of truss beneath valley set must be braced with+ properly attached, rated sheathing applied prior to valley truss Installation, Or Purlins at 24' o,c, or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's seated design. xxx Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord, ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. 4X4 2X4 12 3X4 Valle 12 Mnx, I— Spacing 2X4 X4 Pitched Cut Bottom Chord Square Cut Stubbed Valley Optional Hip �---- 8-0-0 max - -' Bottom Chord End Detail Joint Detail Valley- -- Valley - Toe -nailed 4X4 / o m n T-usses 12 12 Max. I t 2 ' o, , X3 Z Vc Lt4y I S t 1X3 6-0-0 �\(`g a 4 1X3 SX4 SPL (Max Spacing) 1X3 2X4 Q aG�� SQ i Common Trusses Partial Framing 20-0-0 (++) at 24' o.c. Plan Supporting trusses at 24' o.c. maximum spacing, ,lppiluuru'pe, M"ARNMAN KM AM FoLL'' ALL N= @+ TIT DRAB -DPFIAM ORTANTm =H TM MAVM m ALL CONTARMRS MMUBM THE WTAU13M Trusses regl4�e estrene care in Fobrkatbhg, handling, shipping, InsWUng mJ bracing. Ref.r to and L MAy ,''. ` TC LL 30 'C 30 40PSF REF VALLEY DETAIL £allow the latest edltfon of BCSI ®Jlding Conponent Safety Information, by TPI and MICA) far safety ff�ctkea prior to pert-Kng these fuxtlo— tnatallers Shull provide teeyorary b ,dng per BCSL , l..:,, `���{ ��j ..-L i��'` � �Pp DL 20 15 7 PSF DATE 10/Ol/2014 s rote otherwise, top lord shall have property attached str—tar sheathnp and batten chord e� $ DL 10 10 10 PSF DRWG VAL160101014 •r l� shaU have o Property ntt*Ched MId celUng LocnVan. whom for pernonent Lateral restrobht of webs shall hnva Irocing Installed per SCSI a.etbns 93, BJ or 910, as npplkoble. Applyy pl°tes to each ace LL Q 0 0 PSF d of truss and position as shown nbow and on the Joint Betalts, u+teas rated otherwics. Refer to drawings I60A-Z for standard - - 55 µ ITW O�AAPANY plate position Alpint. a division of 1TV Bheldky Conponants Groua tnc. smtt mat by respor.sWiw for an devbtb,n iron truss ANSI/iPt 1, for Mnravp, shipping. Cam- T "' • I" of Ti T LD, 60 57PSF this dr ing, any folt— to b°Bd the In oonforrynte stU or Insteatbn L bracing of trusses. A seat on tNa drawing or cover page Uvthg ttis drawing, Indimbas acceptance of professional °age °f tf� b'°.rq salaly for m° ensign s^°m The awt°euty art;;, cry "l' ' i� 4%�` 4 (� rs �� ; -. UR.FAC.1.25/1.33 1.15 1.15 133B9 Lakefront oriva 'spons�uty For airy s tt the raspansaulty of'e3ie BW 0 Wsipror per ANSI/tPI top � ��lM1 Earth City, Mo 63945 For nore Information see this Job's general notes page and these web sites ALPINE. wswalphwltw.cha., TPL www.tpinstorg, SRU, sw..bchW stry,oroi ICD —1cmofearg �, JT)jy °` ♦♦`� �i l ,A I�a SPACING 24,0' Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 sf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1,0, Notei Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing is 24' o.c, detall Is not applicable if cap supports additional loads such as cupola, steeple, chimney or drag strut loads. war Refer to Engineer's sealed truss design drawing for oloovback and base truss specifications, Detail A i Purlin 12 Up to 12 4' 2' 2' Spacing = 24' o,c, or less C.C. max 4' I —Top Chord Scab (Typical Each End) Flat top chord purtins required at both ends and at 24' max o.c. spacing in between. Detail B : Purlin Spacing > 24' o,c, P199Yback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0.135'x3,5') and secure top chord with 2x4 q3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0,128'x3') at 4' o.c. 12 Attach purlin bracing to the flat top chord using a minimum of (2) 16d box nails (0,135'x3.5'). Up to 12 V I I I I \\ 4' Purtin 24' o.c. max ) max Full Flat top chord purlins required at Top Chord Scab (Typical Each End) Chord Depth both ends, purlin spacing > 24' o,c, Note- If purlins or sheathing are not specified on the flat top of the base truss, purlins must be Installed at 24' o.c. max, and use Detail A. swINPQ1TANTxx FtAWSH T= OKAYING M DALL CONTRACTORS MMLJDWG THE INSTALLERS 4' \` % Trusses regLAre extreme care In fabricating, haMUng, sNPping, Installing and brwck,p. Refer to and c - �+ r �� follow the latest edition of DCSI CDueding Campo" ent Safety Information, by TPI and S ) for safety ��GEd�S practices prior to performing these functions. Installer. droll provide tanpsrary bracing per DCS1. v Unless noted otherwise, top chord shad hove properly attached structural hoothtng and bottom chord Al shall have a properly attached rigid -0.9. Locotlons shown Par permanent lateral restraint of webs shall have bracing installed per SCSI sections th J or DIO, ., untes.*PpUcAbte.no Apply platss to aaN Face of truss and cIng Inn as sham above Mon the Joint 1110, s, unlecc noted othr Late _ Refrr to drawings 160A-2 for standard plate positions. Alpine a division of [TV Bu0.de�npp Components Gro Inc, shalt not be respon iblr for anyy devMtlon from AN ITW00MPANY this drawing, any fallure to bWtd the truss In can amw= with ANSI/TPI 1, or for handgnp, shipping, ') 4 or elstallatbn L bracing of trusses. A seal on this drawing or cover page listing this draW g, b daccotec acceptance of professional ergheerYg responsf6Alty solely for the design shown The sWtaWgty nM use of this '".1ma for any structlre Ic ifw responsDdlty of tM HuDdLg Designer per ANS1' t Sec2. 13389 Lakeiront Drive Earth City, MO 63045 Famore information see this ,Job's general notes page and these web sites, er hJ r ALPINE wwwaiabmltw.conl TPL www,tolmstorm SECA,—sbclnductrvorai IM wwwkcsafeara Piggyback cap truss slant nalled to all top chord purlin bracing with (2) 16d box nails <0.135'05') and secure top chord with 2x4 03 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o,c. Attach purlin bracing to the flat top chord using (2) 16d box nails (0,135'x3.5'). The top chord H3 grade 2x4 scab may be replaced with either of the followings (1) 3X8 Trulox plate attached with <8) 0.120'xl.375' nails, (4) Into cap TC 6 (4) Into base truss TC or 0) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'xl,375' nails. Note, Nailing thru holes of wave plate is acceptable. x In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3XIO Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 0.120'x1,375' nails Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset S'x8'x7/16' <min) APA rated sheathing gussets (each face). Attach @ 8' o.c. with (8) 6d common (0.113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF 1112, 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. 28PB Wave Piggyback Plate One 28PB wave piggyback plate to each face @ 8' o,c Attach teeth to piggtyback at time of fnbrlcallon, Attach to suppor Ing truss with (4) 0,120'x1,375' nails per face per ply. Piggyback plates may be staggered 4' o.c. front to back faces. 24,0' EF PIGGYBACK ATE 10/01/14 RWG PE160101014 Hip Frame Details B �I Hip Frame \.l AV A M:... 2: 'R' tthed Use this detail ASCE 7-10, 180 for, mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame - provided by truss manufacturer. Hip frame is designed to provide bracing for flat top ASCE 7-10, 160 mph, 30' Mean Hgt, Partially -Enclosed, Exp D, or chords of hip frame system where Indicated, Flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of stepped hip system must be So. Pine lumber. ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, Structura4 anels must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hid\\\ VK,WI��(o*r[Ins. —VARNBIfde+ ReAB Arm foLLDW ALL rWNs IN TNIS IiRAVUICd nBU'D MTww FURK= TM MVING M ALL CENTRACTBTS niCLU M THE DISSTAILSR& Pam_ GEN -'/� % `sF REF HIP FRAME DATE 10/01/14 Trusses require ewtrene care In fabricate,0, hnndlln0, shippkq, Instalft and bractne• Refer to and ?� v� - follow thn latost etlltlon of BCSI CBudtlin0 Cmponent Safety IniornntWn, by TPI and SBCA) for safety practices War to perfornin0 these iunctiona. [mtallers shoo provide t<naa� braa,� per BcsL Unless rated otherdse, top chord simll have properly attached structural rhea an on chortl iVa _ DRWG HIPFR1801014 snnU Mve a properly attacnatl rlpid ceat* Locations darn for pernanant lateral restraint of webs. to face _ n d V ahnU have brocL+O InstnUetl per BCSI sections B3, B7 or B10, as applicable. Apply plates each of trL,ss and ppoositl n ns sh-n above and on the .Taint Betats, urdess noted o nIse. Refar to drawln0s l6HA-Z far stantlnrtl plate paslttons. E z � ;S� ArEO t�P� HPI 11WCOMPANY Ater% o division of ITV 11Wdin0 Conponents Group Inc, shot( not be respanslble for my deviation fron this drorin0, anY faBure to bu0.d the truss In confornance with ANSI/TPI 1, or for handUnO• sftpin0• S lrf /Q installation b brncin of trusses. A seat an tNs drawl/tpy or cover pope Uatsl�nOn this dnwfi0, YxBOates acceptance OF professloml Utlx ff•�" !"T V �y]A, for anY�Furn� alPer NS I I seeb re�.pern;biIttY P the S.RVja (y Yt•Ts `YtE1Lt 1 wen LakCityefrontDfi 5 job's s Pere t spas ALPING rvvalPh"ltw.cWj T'ImPB wSeewrtpinstor0i SBCAi www.sbcindustryor01 ILO—j"safa.or0 CLR Reinf orcing This detall Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method is desired, Notes: 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. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4W 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6W 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, 010 Center scab on wide face of web. Apply (1) scab to each face of web, Member Substitution T-Reinforcement OY T-Reinf. L-Reinforcement: or L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o,c. Reinforcing member Is a minimum 607 of web member length.- T-Reinf. L-Reinf, Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face. Attach with 10d (0,128'x3,0',m1n) nails at 6' o,c. Reinforcing member is a minimum 80% of web member length. Scab Reinf. q w f7 �� aJ 11 I1-11� 11I�ILI�� _ itri rtWCOMPANY 13309 Lakefront Drive Eanh City, MC) 63045 "WMTMT � � AND MALL �,TMMM MM� � MV�S Trusces rrqulr. extra,. care In fob,],- g, hnndsng, shipping, Installing and bracing. Refer to and folios the latest emtWn of BCSI (Hummng Component Safety Infornation, by TPI and SBCA) for safety practices prior to perfortuing these functions. Installers shall provide tenporary bracbg per BCSL Unless noted Otherwise, top chord shall have property attached structural sheathing and bottom chord shall have a property attached rigid celWg, Locntlons Shawn for pernanent lateral restraint all rubs shall havo brad,g Insta6¢d pow SCSI sections 23, B7 or H10, ns applicable. Apply plates to each face f tru r nd position os shoen above and on the Joint Data%, unless noted otherwise. Refer to drawings 160A-Z For standard plate posttlons. AIpM., n dl Won of RV Hullmng Components Group Inc shalt not be sponslble far anyy, deviation fron !his drodng• any fafture to build the truss in conformance with ANSLTPI 1, or for handing, shipping, Instaaattan 6 tracing of trusses. A seal on this drnwhp ar cover pa It N this drawing. hAcates acceptance of professland e iq respww"ty solely For tin design shown, The swtabNty arm use of this drawing Far any Structure Is the re ility of the IkAd g Designer per ANSLIMI I Sect For nor. information sea this job's general notes page and these web sites, ALPINE, wrw,olpineltw.coml TPI- wws.tphst.orgl SBCA wwwesbclndustryorgl ICa wwvlccsafoarg ``.�'—vej J�`]��,i � �� S /A- `� c_ �1` / S or ' .n �t'i Y`_ - (JfQ`` 6 '�'% 19 W 6g* 9tt�`� 4,r 1J"�= j >,4 TC LL PSF TC DL PSF C DL PSF C LL PSF _ §'OT. LD. PSF R REF CLR Subst, DATE 10/01/14 DRWG BRCLBSUB1014 DUR, FAC, SPACING 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 or web member. This design is valid only for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Apply one scab per face. Minimum side member length(s) = (2)(L) + (B) Scab member length (S) must be within the broken panel, Nail Into 2x4 members usng two (2) rows at 4' o.c„ rows staggered. Nail into 2x6 members using three (3) rows at 4' o.c., rows staggered. Nail using 10d box or, gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices. This repair detail mclnot be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie-in loads, s —L —L 4' o c Typical ~ + o + o + o + o o + o + o + o + —i 2' 1— Stagger = Back Face 10d Box (0.128' x 3', min) Nails, Front Face 2x6 Member-Triplee RowW Stag ered Duration of Load Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 1 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 4 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48° 3460# 35404 4070# 4445# Web or Chord 2x6 5165# 1 5280# 6095# 6660# s L N n 8 L Distance Ninlnun L Distance 8 _L Nail Spacing Detail I %N' „<ff5_j L 1 KKVARNDxaa READ AND FDLLOV ALL NOTES ON THIS DRAVDtm ��` C�■ f�+}°+,, REF MEMBER REPAIR ..DPORTANT- FUtNISN THIS DRAVIN6 TO ALL CO)MACTORS DC=W THE INSTALLERS. Trusses raquira .■tram. care t fabricating, handling, shipping, Insulting and brnchp. Refer to and �,\ DATE 10/Ol/14 'Folio. the latest dticn of BCSI (Bu0.eeng Component Safety Infornatian, by TPI and SBCA) for saf.ty practices prior to perforntg these functions. Installers shall provide tenporory br.cd g per BC NO. .,less noted otherwise. top chord shall have property attached strueturat sheathing and button chordb DRWG REPCHRD1014 �Q shall have Property atuchetl rigid cacti. Locations shorn for permanent lateral restraint of nabs r O shall have and PosI tsabad per RCSabove sa and an the J or BIG,Details, as appilcaunteSSbnole. Apply plates u Each fore Q of truss nM pposltlon as shorn above antl on the Joint Deu0.s, uMess noted oth.rWsa. � Refer to drartgs 16GA-Z for st-cl rd plate positions. $ E OF �iVi �il�i)/1Ni, Alpine, a division of ITV Building Co)ponents Group Inc shall not be responsible for any deviation from AN this drawing, any facr .e to b,&d the truss In.hg, confornance with ANSUTPI 1, or for handshipping, installation L bracbg of trusses. ��j 0 �� O np f♦ ®� ��,+• A sea on this d Ing or cover page UstI g this drawing, 4idcat.s acceptance of professional engineering re ponamlittyy solNy for the design shorn The The MAtabllty WW use of this drawing ,r 13389 Lakefront Dme for anystr, c Milling the responsibility of Millingit g Deogn per ANSI/TPI 1 Sec.?. 1� Eadh City. MO 63G45 for more hfornation sea this Job's general notes page and these web sites. '�a,,�� A�.� , ``� SPACING 24A' MAX ALPINE- rrrolptaltr.comi TPI, rrr.tphst.orgl SBCA. rn.sloclndustryargt ICG rrrlccsaFattrg fff 1\1� STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' OC MAX. LENGTH TO� ILLER EXISTING FILLER `1 - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. - USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, - LOCATE VERTICALS AT 4'-0' O.C. MAX., OR SEE NEXT OPTION. - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH). x APPLY REQUIRED BRACING (SEE BELOW). OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS) XLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' O,C, FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER PER THE LATEST VERSION OF ANSI/TPI, THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' ❑.C, MAX. SPACING AND 10PSF MAX, CEILING LOAD, WITH THE EXCEPTIONS NOTED ON THIS SHEET DO NOT USE THIS DETAIL FOR, STRUCTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS), INTERIOR BEARINGS AT ANY LOCATI❑N ON THE TRUSS. LOADS IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME. DRAG LADS CONNECTED TO THE FALSE FRAME. TOP CHORD APPLIED FALSE FRAMES, LUMBER GRADES LESS THAN SPECIFIED ON THIS DETAIL, VERTICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'). FALSE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTEi FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT C❑NDITIONS. BRACING REQUIREMENTS MAY SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE). FIELD APPLIED - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ, - J❑IN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL. (12' MIN. VERTICAL BLE - MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND 8d NAILS (0,113x2,5') @ 3' O.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0,120') x1,375' NAILS INT❑ EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS), - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY). —VARWQI- READ AND FMAMW ALL MTES ON THIS DRAVDG -DIPIIITTANTIu fUNDI T14S DRAPING TO ALL fluff TIo(S IIg1UDIM THE INSTALLERS. Trusses regWre xtrene care In fabricating, hond{Onp, 6hlppkap, InstalWq and bracing. Refer to nn folloe the latest edition of SCSI (DWAng Component Sofa I, TnPornntlan, by TP[ and SBCA) for sofet pptt''66ctices prior to perforning these functions. Instalters shall provitle temporaryy bracing par DCSL LWes6 noted Othe-Ic., top chard shalt have properly attached structural sheathing antl bdtton P. r shall have a property attached MDW ceiling. Locations shown Par pernnnent lateral restraint of eel shad have and ci lon " d per SCSI sections the Joint nr Bata as onlass Apply plates to each fac of truss nbr pc g Ins all sham Shave cti on tho 7aDetass, ess L noted of plat e Refer to dm lis 16OA-Z For standard plate positions. Alpine, a division of RY Mating Components Group Inc shall not be responvue, for any deviation F AN II'WGOMPANY this dtruss ding, my Fail— to bdW the In canFornsnce .ith ANSI/TPI I, or far Fnndgng, shIpphp, Installation L bracing; of trusses. A seal on this dmvlrQ or cover page U.ntkp this drawing, Indicates acceptance of professional res LYUty solely for the design shown. The suttahWiy and use oP this drawft 13369 Lakefront Orive fr�an ucWre is tim respon."Ity of tM gldldVg Designer per ANSI/TPI I Secs^. Earth City, MO 63045 ai nruFor norer nFornatlar see th��Job'a gef9�al notes gape and ihessereebYsIt..een ^ EIVS�f�el'�4 N rEOS '��®fin 4 0 R 10" ydCe 4 REF BC FILLER DATE 10/01/14 DRWG REPBCFIL1014 u SCAB 2X4 OVERHANG DETAIL. ASCE 7-05 120 mph wind, CAT II, EXP C, 30,00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30,00 f t mean hgt, located anywhere in roof, 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 (w), NOTE: #2 is the minimum lumber grade allowed for all species. NOTE; Add 210# uplift (max,> to reported truss uplift for wall connections, oVARfaYA. READ NO FGLLGv ALL NOTM ON nos MAWDtM •.gFQ2TANTn R MSN TMS GRAYING TG ALL CMfMCMRS Ie1ClJJ M TIW a1STALLERS. .�` JV_v •e' /% ''., TOTAL TOP CHORD REF 2X4 SCAB O.H. DATE 10/Ol/14 Trusses require e.trn.. core fahrka:ng, hnndWrg, shlppb,g, bistalgng and brod+a Refer to and fallow the latest ed, of BCSf ®r,aab,g Component Snfety Iniornotlon, by TPI and SBCA) for safety to these functions, Installers sFAll temp br BCSL `.g�, �cEN$F F �, : LOAD NOT TO EXCEED 40 PSF DRWG ❑HSCB2X41014 practices pMor perfarnb,g provide per Unless noted other.k., tap Ch_d ft1I have properly attached struclh- s° o +nGo°�'�lattan Chard lateral _ lVo DEAD PLUS LIVE) d f7 �'1� shop have o properly attached Ngbi ceRMg Locations shown for permanent restraint of webs shall have broclnp L n as per above joint or Get, ils unlessbte. Apply plot"rwise. to wU face sections the of truss and po tbn all shown Dhow¢ and on the7oBID,Details, unless noted otherwise. = y T Lam— — Refer to drnwints 160A-2 far standord plote posltbns. Alp In o dv lon of ITV Buflrdrq Conponents Croup Inc shall not be responsible for any deviation iron A.r� OF 5 Q` 4 AN RWCOMPANY this drnalnG. ury future to bJltl the truss N confornonca with ANSI/TPi 1, or for ha Id g shipping, .Q in itollotlon L hracing of trusses. A seal on this drawbm or cover page ilstbp this drawing, bwscates acceptance of professional re yy solely far tyre d.s+gn shown The sultaWity and use of tees d-wing for any s tlee rvsportsbgFty of Me Buadng Gespner per ANSi/TPI 1 Sec2. = 9®��• i q�, �` 'dip '° �!d DUR, FAC, 115/1,25 24' 1338g L boot Orivo For none infornaton sae this Job's generat notes pope and these eeb sitar ��4� 'gsa,,4`°+to i1�„�tta`' Earth Ci . MO 830a5 ALPINE r..n r 1pbwltw.conl TPA e-Aphst.oral SBCA, ewsbcMtlucVya 1 ICO nw3ccwie.org �// t\ SPACING { a: Ed w O II 12 (2) 16d TOE NAILS OVARIES OPTIONAL SCISSORS BOTTOM CORD IEnd Jack(Ed) c N eveled Jack (BJ) a G, _ m w (BJ) (2) 16d TOE NAILS cr m n_ CONNECTION DETAIL 8-0-0 MAX. SPAN (2) 16d GUN NAILS m FOR EACH LOCATION TYPICAL END JACK (EJ) 3 SHOWN TOP & BOTTOM N.T.S. { 9j, J 2x4 SYP Nailer 16" Long ( GlsL 6.-0° MAX. Top & Bottom use 16d I t �o Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT i I i N.T.S. OPTIONAL WEB CONFlGURAPON i 1 i I 12 (4) 16d NAILS I VARIES See Connection Detail i I 12 © VARIES (4) 16d NAILS See Connection Detail 'PMTMAL WEB CONRCURAMON —(4) 16d NAILS See Connection Detail 11-3-12 MAX. SPAN TYPICAL CORNER JACK (CJ) N.T.S. 11-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. TYPICAL CORNER SET INSTALLATION e�y�ralesssao�e�e�� a%�°���"�Rr�ti' TYPICAL LADING (P.S.F.) qo���C; •' ' G•E IV S •'• (� so,. TILE: SHINGLES: TOP LIVE LOADd 20 20 No e MANUEL MARTINEZ, P.E. TOP DEAD LOAD! 15 7 p ° BOTTOM DEAD LbAD: 10 10 �•o FLORIDA REGISTERED ENGINEER TOTAL: 1 as 37 = �,--,a LICENSE # PE 47182 STRESS iINC. 1.25 1.25 m ` WIND DESIGN: M STATE OF �/ X. 160 MPH PER o ASCE 7-10 MM. 24" O.C. 0 1✓ **WARNING** Read & Follow all notes on this drawing, is�s 0 R Furnish this drawing to all Contractors including the installers. I �l1AAA9lP; or, I STRONGBACK BRIDGING REC❑MMENDATI❑NS I N❑TEI Details 1 (2) 10d COMMON (0.148'x3.0') OR BOX/GUN (0,128'x3.0') NAILS AT TOP AND BOTTOM OF 2x4 SCAB -ON BLOCK. —ATTACH STRONGBACK TO BLOCK W/ (3) 10d COMMON (0.148'x3.0') NAILS OR (4)10d BOX/GUN (0.128'x3,0') NAILS. BUTT STRONGBACK BRIDGING TOGETHER 41 �Q• ATTACH SCAB WITH 10d BOX/GUN 4-0' 2x6 (0.128'x3,0') NAILS IN 2 ROWS AT SCAB 6' O.C. NOTEI IN LIEU OF SPLICING AS SHOWN, LAP STRONGBACK BRIDGING MEMBERS FOR AT LEAST ONE TRUSS SPACING STRONGBACK BRIDGING SPLICE DETAIL and 2 are the preferred attachment methods ATTACH STRONGBACK TO WEB W/ (3) 10d COMMON 2 (0.148'x3') NAILS OR� �. (4) 10d Box/GUN STRONGBACK BRIDGING SPACING REQUIREMENTS to IV None re ulred 01 to 20 1 row (at center of spW 20 to 2 roes 0 at each v3 pdrrW 30' to 4 3 ran a at eadt 1/4 Over 40 rm at 9 ae pdrW /ATTACH STRU403ACK TO WnI3M CHORD k, (2) 810 — 3' SCREW STRONGBACK BRIDGING ATTACHMENT ALTERNATIVES ow -Ail scab -on blocks shall be a minimum 2x4 'stress graded lumber,' ►All strongback bridging and bracing shall be a minimum 2x6 'stress graded lumber.' ow -The purpose of strongback bridging Is to develop load sharing between individual trusses, resulting in an overall Increase in the stiffness of the floor system. 2x6 strongback bridging, positioned as shown in details, Is recommended at 10' -0' o.c. (max.) ow -The terms 'bridging' and 'bracing' are sometimes mistakenly used Interchangeably. 'Bracing' is an Important structural requirement of any floor or roof system. Refer to the Truss Design Drawing (TDD) for the bracing requirements for each Individual truss component. 'Bridging,' particularly 'strongback bridging' is a recommendation for 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 toads, such as footsteps. The performance of all floor systems are enhanced by the installation of strongback bridging and therefore Is strongly recommended by Alpine. For additional Information regarding strongback bridging, refer to BCSI (Building Component Safety Information). WARM) Me RM Am FLLLGW ALL HUD w TIM BRAVM TC LL PSF REF STRONGBACK 00MCKAOTs>t FLOM tins WAWM M ALL CMURACM ntrilm G nE BarALLERS. handling,P A„��w " foUo: f� Wtest edtWn of e"cc[a'cBPua�",e c on «rashopko nm`�i,Y'"diPt o`rr acPaiy 4:'•:" F *`.�.'� '� TC DL PSF DATE 10/01/14 Dr=Ces prbr to pereornhp these functions. Installers shall proWde bracbp per' BCSL Unless bottom j ana a+'rasz s p* *= ns rated otherw1w, tap chord shalt hove property attoahed structral sham and ord shall have a property attachod pad celhp, Locations shorn for permanent lateral restraint of "be shall have bracbg Instoiled B SI R3, B7 B18, Apply to face =i �kR BC DL PSF DRWG STR$RIBR1014 �� ALP per sectlms or as a "e. plates each of truss and posidan as sham above and on the Joint Metals, ;�tss noted otherlse. _Q. w. BC LL PSF t t�l r Refer to drawings > Z for atporid plate posItkins. ANrtWGOAAAWY W n its frrato 14 . shall not be responsible for ��y devlatlan from ti,is ►a.kp any faRre to 6Wid the truas In confarnonce Wth ANWM 1, or far ►mnmrg, shipplm a ,;; Ar xxy° TOT. LD. PSF Installation i tracing of trusses A seal an tuts dra*Q or cover pa 1." this draebQ. indicates aCilp'balY.e Of pr'OPfsffonal fstrucwerof 1.Yreprcr rarl�'°�a+o BneThe "�`wr Aablifty r �mc atwvac sD_SSalBRSL'dwpR DUR. FAC. 1.00 SPACING 1338E Lakefront Drive Earth City, MO 83045 For Pore Information see this Job's general notes� n and these seb sites pp ppee ALPIIF.. m,ntpbeiteconi TPB eestpdnstergt SBf:M eee.SbdnMls'd`yArQ1 ICt? eeslccsoPeorp •.•.•"••,".,..,.•`_,•.."".»-•