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Home My WebLink AboutTRUSSI a I r •)w RANEY COMPONENTS Qlley 19900 Independence Blvd. Groveland, FL. 34736 DIII l0nentS, LLC Phone: (352) 429-9429 ' Fax: (352) 429-7429 Cover Sheet Order # JOB # 136DCS081 Printed: Thu, Mar 30 2017 JUU 1111 U1111C711 UII: Address: FOR Name and License Number: 'ustomerName: Creekside Lot 81 )R Horton 8461 Cobblestone Dr ' iescription: City, State, Zip: EBB 1828-Cali "D" LL OL Port St Lucie, FL I nnrlinnt Infnrmntinn Roof Loads: Floor Loads: TC Live: TC Dead: BC Live: BC Dead., TC Live: TC Dead: BC Live: BC Dead: 20 7 0 10 0 0 j 0 0 I Bldg. Code: Wind Sid: Wind Speed. Bldg. Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C w/M Pages or sheets covered by this seal from: 1 thru # DESCRIPTION SEQNO # 27 Total 27 DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A1A 3 A2 4 A3 5 A4 6 As 7 A6 8 A7 ' 9 A8 10 A9 11 A10 12' B1 13 B2 14 C1 15 C2 16 D1 17 D2 18 M3 t 19 EJ7 20 EJ7A 21 EAL 22 BJ5 23 BJ3 24 BJ1 25 BJ1L 26 CJ7 27 CAL �f Digitally signed by Manuel Martinez Manuel i` DN: c=US, o=ldenTrust ACES Business Representative, ou=M AND E ASSOCIATES P.A., cn=Manuel Martinez, I '0 9 2342.19200300.100.1.1=A0109690000013 Martie �04te-2017"03.30 107 'fate. 2017:03.30 10:44:02-04'00' a.,�APA" sr *1 �� Acrobat DC version: 2015.006.30280 :No 047182, M ice. Aw .; 4 'STATE OF ERIAL;. SERIAL 4601.5A 38: FF 5B 81'136 1313 7F 48 00'99'?E 85 F8. thL• item tian fteuA efectranically,�3na!§ antL.paled Gy M7ancoi,rflarHnan; PF izLlL. p671lt2 ren lhc. daMshawnal>gve tr.nga SH:.xI ' a t#sertb.a6letr ctede,' ' t arhtipd ecpics cr rhos dectxnant arc not censiderrd s7gned and sealed andeFz:Sx3,I'iutiirnttnptien ccdemtrs[he venticd ais arty'elcc[ran7c COP! — Page 1 of 1 . A Job Number: 136DCS081 r ' + Ply: 1 SEQN: 539393 / T10 / COMN 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 16 FROM: AH DRW: Truss Label: Al Wgt: 221.2lbs .. / ... 03/30/17 7'10" 14'47 19'10" 25'3"9 31'10" 39'8" 7'10" 6'6r7 5'S"9 5'S"9 66"7 710" E=5X6 ,3X4 D F�3X4 12 6 ch � (a) 5X6 5X6 C C' o \(a) (a) 4X6(AA2) B :'H�-41X6(A2) 3a N M L K J 1112X4 =5X6 =3X8 =5X6 1112X4 6'3"51 T 5'110"" T 5'51'806'3"T811 1901111 14' 1.5 �1 39'8" Loading Criteria (psf) Wind Criteria now Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pig: NA Ct: NA CAT: NA PP Deflection in loc UdefI U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.178 L 999 240 B 1650 / 308 / 961 / - / 445 / 8.0 SCLL: 0.00 Enclosure: Closed L :NA Cs: NA VERT(TL): 0.388 L 999 180 H 1650 / 308 / 961 / - / - / 8.0 BCDL: 10.00 Risk Category: II S ow Duration: NA HORZ(LL): 0.075 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.163 J - - B Min Brg Width Req = 1.9 Mean Height: 15.00 It C de / Misc Criteria Creep Factor: 1.5 H Min Brg Width Req = 1.9 NCBCLL: 10.00 p TCDL: 4.2 psf Bearings B & H are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf B dg Code: FBC 2014 RES Max TC CS: 0.632 g g Load Duration: 1.25 MWFRS Parallel Dist: h to 2h T IS 2007 Max BC CSI: 0.551 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 It R p Factors Used: Yes Max Web CSI: 0.605 Loc. from endwall: not in 9.d0 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chards Tens.Comp. Chords Tens. Comp. Wind Duration:1.60 WAVE VIEW Ver:16.01.00F,0504.20' A-B 27 0 E-F 1108 -1899 Lumber B - C 1442 -2961 F - G 1263 -2430 Value Set: 13B (Effective 6/1/2013) C - D 1263 -2429 G - H 1443 -2962 D - E 1108 -1899 H -'1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per P:v (Ibs) Chords Tens.Comp. Chords Tens, Comp. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC B - N 2569 -1123 L - K 2082 814 Bracing Mj1 N - M 2566 -1123 K - J 2567 -11' d M - L 2081 - 789 J - H 2570 -11: (a) Continuous lateral restraint equally spaced on AP � member. Or 1 x4 "T" reinforcement. 80 % length of��'"� 'Q `9i may.. Maximum Web Forces Per Ply (Ibs) web member. Same species & SRB grade or better, p'� as r 5t attached with 8d Box or Gun (0.113"x2.5",min.)nails +.y0 +'*'+ ° Webs Tens.Comp. Webs Tens. Comp. @ 6" oc. A, 0,^: N - C 287 13 L - F 468 734 w: W C - M 387 - 555 F - K 482 - 204 Loading ks." +" wxZ M - D 481 - 203 K - G 387 555 Truss passed check for 20 psf additional bottom,'....Aw ' "*sD - L 468 733 G - J 287 =15 chord live load in areas with 42"-high x 24"-wide ; r E - L 1338 - 714 clearance. - �;;:, Wind Member design based on both MWFRS and C&C, e **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT". FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricating handling, shipping, ir♦stalling,and bracing. Refer to and follow the latest edition of BCSI (Building gent Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary aney Ser BCSI. Unless noted otherwise,top chord shall have p/operly attached structural sheathing and bottom chord Shall have a pro erly ri id ceilin Locations shown for permanent lateral rest�aint of webs shall have bracing installed per BCSI sections B3, B7 or 910, oM orrents, cab�e. Applgq plates to each face of truss and position a shown above and on the Join T Details, unless noted otherwise. Defer to P �s 160A-Z for standard plate positions. a division of ITW BuildincLComponents Group Inc.,shall nt be responsible for any deviation from this drawin any failure to build the conformance with AN514PI 1, of for handling shippin , ihstallation and bracing of Trusses. A seal on this drawing or cover pa e , this drawing indicates acceptance of pro)essiona� engineering responsibllfty solely for the design shown. The suitability e of this thawing for any structure is file responsibi)ity of the building Designer per ANSI/TPI 1 Sec.2. { Job Number: 136DCS081 4EBB 1828-Cali "D" LL OL /DR Horton MESS 1828-Cali "D" LL OL Truss Label: A1A 7'10" 7'10" 14'4"7 6'6"7 PI':1 ,.,, ISEQN:539420/T13/ Qty: 1 FROM: AH W gt: 253.4 Ibs 19'10" + 226"4 1 2. '8" + 31'10" 5'5"9 2'8"4 4'1"12 5'2" E-6X12 DRW: / ... 03/30/17 39'8" 7-10" BO b 6(A2) 1112X4 =5X6 =6X8 1112X4 1112X4 =5X10 1' 7'8"12 6'3"4 5'10" 2'10" 4' 5'0"1 7'11"15 1' 7'8.12 14' 19'10" 22'8' 26'8" 31'8"1 39'8" 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: II EXP: C Mean Height: 15.00 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: h to 2h C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 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 Lumb --r value set "1313" uses design values approved 1/30/2013 by ALSC Bracing (a) Continuous lateral restraint equally spaced on member. Or 1 x4 "T" reinforcement. 80 % length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.1 13"x2.5",min.) nails @ 6" oc. Member design based on both MWFRS and C&C. 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 Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE. HS Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.233 F 999 240 VERT(TL): 0.539 F 876 180 HORZ(LL): 0.124 K - - HORZ(TL): 0.286 K Creep Factor: 1.5 Max TC CSI: 0.615 Max BC CSI: 0.550 Max Web CSI: 0.972 Mfg Specified Camber: VIEW Ver: 16.01.00F.0504.20 yy q " —P " STATE OF 0 `• 10. Yry Ci a a�" x.� spy a �p1 40.01.5A38:FF 56 8160 6B'.7F 48-00:,99.2E &5.'FB: ihi: item fibs harm eletuanicakrsi3nac and zcalaq GX�i�ian�:olvinartlnari PEf-L.1lc.'pdFlll7f en lhruaEC SlWwltatX74av:snga SHA�3 ` ` autharttisatlon mda. a;Irmad ccplax cf d 4s dccumanta+c not cansldarad agned,and :sea led and thcss�l«;`authenitaasiun ir.Qc mast 8o,uerl[icd"m anyrlecttatilC; capfau **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 temporarryy / aney bracing per BCSI. Unless noted otherwise,top chord shall have properly attached s ructur I sheathin and bottom chord shall have a pro Pry attached rigid ceilin Locations shown forpermanent lateral restraint of webs shal� have bracing installed per BCSI sections B3, B7 or B10, om onenrs,uc as applicable. Appty plates to each face oftrussand position as shown above and on the Joint" Details, unless noted otherwise. Beier to P 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 drawng any failure to build the truss in conformance with ANSI/FPI 1, or for handling shipping, installation and bracing of trusses. A seal on this rfrawmg or cover page , listing this drawing,indicates acceptance of prolessionq engmeerinq responsibility solely for the design shown. The suitability and use of this awing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1557 / 307 / 960 / - / 445 / 8.0 1 1557 / 307 / 959 / - / - / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 1 Min Brg Width Req = 1.8 Bearings B & I are a rigid surface. Bearings B & I require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 F- G 1417 - 2556 B - C 1439 - 2762 G - H 1754 - 3391 C - D 1261 - 2220 H - 1 1434 - 2754 D-E 1106-1732 1-1 27 0 E-F 1511 -2512 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - R 2391 -1120 N - L 2965 -1290 R - Q 2388 -1120 M - K 26 -12 Q - P 1897 - 788 K - 1 2382 -1122 P-0 20 -9 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R-C 287 -13 N-F 214 -147 C - Q 384 - 564 N - G 578 -1048 Q - D 456 - 200 G - L 869 - 407 D-P 471 -681 L-M 71 -3 E - P 59 - 530 L - K 2552 -1201 E - N 2267 -1099 L - H 634 -187 P - N 1880 - 660 K - H 466 - 869 N-0 18 -1 Job Number: 136DCS081 �Ll_ Ply: 1 SEQN: 539394 / T1 / COMN 4EBB 1828-Cali "D" LL OL /DR Horton ME 1828 Cali "D" OL Qty: 1 FROM: AH DRW: Truss Label: A2 Wgt: 221.2 Ibs / ... 03/30/17 7'10' 11'48 I '10° 2538 31'10° 39'8" 7'10° 6 6°8 5'5°8 T10" E 504X4 D F�3X4 12 6 p M (a) N_ C G m (a) (a) o 3X6(A7) B H=3X6(A1) =a A I N M L K J 1112X4 =-3X8 1112X4 13'4" 1 1518" 20'8" 6'3'4 + i °'8136'3'4 +1 J -1 14' 31'1178122 4 3 Loading Criteria (psf) Wind Criteria Sno Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: I A Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.040 J 999 240 B 492 / 206 / 311 / - / 445 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NI Cs: NA VERT(TL): 0.098 J 999 180 O' 317 / 142 / 183 / / / 68.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.014 J - - H 895 / 408 / 659 / - / - / 8.0 Des Ld: 37.00 EXP: CMean HORZ(TL): 0.032 J - - Wind reactions based on MWFRS NCBCLL: 10.00 Height: 15.00 It TCDL: 4.2 psf Code Misc Criteria Creep Factor: 1.5 B Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg ode: FBC 2014 RES Max TC CSI: 0.531 O Min Br Width Re g q = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI St : 2007 Max BC CSI: 0.453 H Min Brg Width Req = 1.5 Bearings B, O, & H are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.97 It Rep F ctors Used: Yes Max Web CSI: 0.695 Bearings B & H require a seat plate. Loc. from endwall: not in 4.50 ft FT/RT 20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate pe(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set: 13B (Effective 6/1/2013) A- B 27 0 E- F 350 - 258 B - C 205 -470 Fi=,G 516 -769 Tap chord 2x4 SP #1 C - D 410 -109 G - H 708 -1335 Bot chord 2x4 SP #1 D - E 342 - 229 H - 1 27 0 Webs 2x4 SP #3 Lumber value set 13B" uses design values Maximum Bat Chord Forces Per Ply (lb--) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Cain . Bracing118�� — (a) Continuous lateral restraint equally spaced on B- N 494 - 373 L- K 596 1 N - M 489 - 373 K - J 1117 4 ' member. Or 1x4 "T" reinforcement. 80 % length of web member. Same species & SRB or better, �► .** I "* ,#� �d M - L 639 - 670 J - H 1120 4r ' grade attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. 0474 8j : .a Maximum Web Forces Per Ply (Ibs) "" Webs Tens.Comp. Webs Tens. Cornp. Plating Notes: N - C 318 - 33 L - F 484 706 All plates are 5X6 except as noted. ;; �. C - M 423 - 637 F c K 484221 Wind M - D 575 -1078 K - G 404 - 599 Member design based a� D-L 669 267 G-J 299 -20 on both MWFRS and C&C. . « _ n « " E - L 70 -150 iA 3 FP 56 84•B0,8B 7F 48,00 99 2E85:FB "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatin , handling, shipping, installing a d bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an � SBCA) for saety practices prio to performing these functions. Installers shall provide temporary / alley bracingdper BCSI. Unless noted otherwise,top chord shall have properly attached s ructural sheathing rid bottom chord shall have a pro�er"ly attache rigid ceilm& Locations shhown for permanent lateral restraint of webbs s al� have bracing inslailed per BCSI sections 83, B7 or 10, as applicable. Apply plates to each face of truss and position as shown a ove and on the Join Details, unless noted otherwise. befer to amponents. drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be rep p risible for any deviation from this drawn any failure to build the truss in conformance with ANSI/ PI 1, or for handling shipping, instgllationland bracing of trusses. A seal on this Mawing or cover page listing this drawing, indicates acceptance of professional engineerl responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the uilding Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS081 Ply: 1 SEQN: 539422 / Tt 1 / GABL 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL City: 1 FROM: Al- DRW: Truss Label: A3 Wgt: 361.2lbs Page 1 of 2 .. / ... 03/30/17 Z' " 1 14'4.8 19'10' 25'3'e 3192 39'8' 7'10.14 6'S'9 5'S-8 5'S'8 6'5'9 7'10'14 (- 2-8- ---1 ♦- 2'e--1 00 114J I^Tn•-I j- - 13 8- ---T 5. 21' F1' 7'813 6'3'3 2S'108' ' 6'3'3 TB'13 7'e'13 14' 1910 5'31'11'4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/112013) Top chord 2x4 SP 41 Bot chord 2x4 SP #1 Webs 2x4' SP #3 :W4, W7 2x4 SP #1: Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Bracing (b) scab reinforcement. 80 % length of web member. Same size, species & grade or better. Attach with 10d Box or Gun (0.1 28"x3", min.) nails @ 6" oc. (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, Vtached with 8d Box or Gun (0.11 3"x2.5", min.) nails @ 6" oc. S,o`ecial Loads - ----(Lumber Dur.Fac.=1.25 / Plate Dur.Fac-1.25) TC- From 56 plf at -1.00 to 56 plf at 7.81 TC- From 56 pif at 7.81 to 56 pIf at 15.17 TC- From 28 plf at 15.17 to 28 plf at 17.17 TC- From 56 plf at 17.17 to 56 plf at 19.83 TC- From 56 pIf at 19.83 to 56 plf at 31.85 TC- From 56 plf at 31.85 to 56 plf at 40.67 BC- From 4 pIf at -1.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 14.00 BC- From 10 pIf at 14.00 to 10 plf at 17.17 BC- From 20 plf at 17.17 to 20 plf at 25.67 BC- From 20 plf at 25.67 to 20 plf at 39.67 BC- From 4 plf at 39.67 to 4 pIf at 40.67 TC- 13 lb Conc. Load at 15.17,17.17 BC- 32lb Conc. Load at 15.17,17.17 Snow Criteria (Pg,Pt 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 Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/l 0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.051 R 999 240 VERT(TL): 0.125 R 999 180 HORZ(LL): -0.018 F - - HORZ(TL): 0.040 F Creep Factor: 1.5 Max TC CSI: 0.642 Max BC CSI: 0.462 Max Web CSI: 0.940 Mfg Specified Camber: VIEW Ver: 16.01.00F.0504.20 Plating Notes All plates are 2X4 except as noted. Loading Gable end supports 8" max rake overhang. Top chord must not be cut or notched. Prinlnd.,.ccples of thJs drA,uxneni uc not censlccrxd �rgnee and. sraled andtha SUA;ayuthcr t1a1!ifn'�ndo- must 6gxanfc4 on any elcct�anic; C6QIBi^^ for ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 489 / 220 / / / / 8.0 BK 1387 / 639 / / / / 8.0 AD 573 / 278 / / 1 / 8.0 V 865 / 416 / / / / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 BK Min Brg Width Req = 1.6 AD Min Brg Width Req = 1.5 V Min Brg Width Req = 1.5 Bearings B, BK, AD, & V are a rigid surface. Bearings B, BK, AD, & V require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. A - B 27 -20 L - M 40 -103 B - C 189 - 464 M - N 54 -125 C-D 312 -112 N-O 51 -123 D - E 384 -167 O - P 89 -178 E - F 395 -177 P - Q 238 - 563 F - G 424 -197 Q - R 271 - 612 G - H 429 - 209 R - S 285 - 627 H - 1 77 -123 S - T 296 - 640 1-1 45 -105 T - U 346 - 704 J-K 59 -116 U-V 608 -1271 K - L 55 -130 V - W 27 -20 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B -AH 344 -109 AC -AB 560 - 251 AH-AG 341 -110 AB -AA 560 - 251 AG-AF 150 - 351 AA- Z 560 - 251 AF-AE 150 - 351 Z - Y 560 - 251 AE-AD 150 - 351 Y - X 1059 - 482 AD -AC 150 - 351 X - V 1063 - 481 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp AH- C 318 0 AC-AW 365 - 783 C -Al 316 - 672 AW-AX 18 - 36 AI-AJ 282 -625 AW-AY 348 -725 AJ-AK 302 -650 AX-BA 18 -37 AK -AL 310 -656 AY -AZ 324 -705 AL -AG 324 -684 BA -BD 18 -38 **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 t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary arrey BCSI., Unless noted otherwise,top chord shall have properly attached structur I sheathingQ and bottom chord shall have a pro gerr y aid ceiling Locations shown for ermanent lateral restraint o1 webs shall have�rac!ngg 1nsTalled per BCSI sections B3, B7 or E410, vmpouenrs, le. Apply plates to each face, otruss and position as shown above and on the JoinC Details, unless noted otherwise. 13efer to 60A-Z for standard plate positions. f l t build the of ITW BuildincLComponents Group Inc.,shall not be responsible for any deviation from this drawindq any ai ure o nce with,ANSI�I PI 1, or for handling shipping, installation and bracing of,trusses. A seal on this rawmg or cover pagge , ing indicates acceptance of pro#esstonaq engineering responsfbdlty solely for the design shown. The sun [abdlty a gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. _ .. .. ---. -1.I'm' ICG• wvnv.innsafexr Job Number: 136DCS081 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" L OL Truss Label: A5 co 0 ro 4X6(A2) B M A_-jrL T 10" 7'10" 12 6 p g5X6 14'2"Y 2 17' 6'4"i,"�/ 2'9"4 2X4 - Ply: 1 SEON: 539396 / T8 / HIPS Oty: 1 FROM: AH DRW: Wgt:238.01bs .. / ... 22W 25'S"4 31'10" 39'8" 5'8" 2'9"4 6'4"12 T10" =5X6 F G 1112X4 O N M L K 1112X4 =5X12 =3X4 =5X12 1112X4 03/30/17 7'8"12 6-3"4 5'10" 5'10" 63"4 7'8"l2 7'8"12 14' 19'10" 25'8" 31'l1 "4 39'8" Loading Criteria (psf) Wind Criteria SnNi/ Criteria (Pg,Pt in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: I Ce: NA VERT(LL): 0.148 D 999 240 B 1557 / 318 / 965 / - / 387 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.342 D 999 180 1 1557 / 318 / 965 / - / - / 8.0 Risk Category: II BCDL: 10.00 Snow Duration: NA HORZ(LL): 0.064 K - - Wind reactions based on MWFRS EXP: C HORZ TL : 0.148 K B Min Br Width Re 1.8 Des Ld: 37.00 ( ) 9 q = NCBCLL: 10.00 P Mean Height: 15.00 It Code Misc Criteria Creep Factor: 1.5 1 Min Brg Width Req = 1.8 TCDL: 4.psf Bearings B & I are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h to 2h Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.591 P TPI Std: 2007 Max BC CSI: 0.557 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 It Rep Fictors Used: Yes Max Web CSI: 0.760 Loc. from endwall: not in 9.00 It FT/RT:- 0(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate T pe(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 A - B 27 0 F - G 1466 -2157 Lumber B - C 1517 -2764 G - H 1334 -2209 C - D 1334 - 2209 H - 1 1518 - 2764 Value Set: 13B (Effective 6/1/2013) D - E 1466 -2157 I-- J 27 0 Top chord 2x4 SP #1 E - F 1189 -1699 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bat Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens:. Comp. approved 1/30/2013 by ALSC Wind -.11t 1 � B - 0 2393 -1196 M - L 1680 - 7 t Member design based on both MWFRS and C&C.' O - N 2390 -1195 L - K 2390 -12� ti ��rr grata.. N-M 1680 -725 K-1 2393 -12. 4» Maximum Web Forces Per Ply (Ibs) N Webs Tens.Comp. Webs Tens. G..np. O- C 291 12 M- F 282 4 195 C - N 392 - 579 F - L 695 J r 494 M, w D - N 275 - 242 L - G 275 I �- 242 N - E 695 - 494 L - H 392 JU, - 579 Iw. -�W OF : �'/ Z. E - M 282 - 195 H - K 291 -15 Dr3ntod c[ andt s capim, **WARNING** READ AND FOLLOW ALL "IMPORTANT" FURNISH THIS DRAWING TO ALL C quire extreme care in fabricating, handling, shipping, insta t Safety Information, by TPI and SBCA) for safety practic( BCSL. Unless noted o-therwise,top chord shall have prop, wauie. rrppsy sates 10 eacn race oT truss ane posiuon as )s 160A-Z for s andard plate positions. a division of ITW Building Components Group Inc. shall n( conformance with ANSI /l PI 1, or for handling shippin , i this drawing indicates acceptance of proless(onal i se of this gnawing for any structure is the responsibi Bd B07F 4S d0 99 2E 85 F8 r s�nedandualeH Oq.N7ansselMartlnak shustioalKiws inga5HA.1 " we n6l canskatad signed and caaU IdC' M' u5t Ov 4adrtd W anyele tiank IS DRAWING! INCLUDING THE INSTALLERS 1. ,Refer to and follow the latest edition of BCSI (Building ming these functions. Installers shall provide temporary ictural sheathing and bottom chord shall have a properly lave bracing installed per BCSI sections B3, B7 or 810, on the Join Details, unless noted otherwise. hefer to r any deviation from this drawin any failure to build the :mg of trusses. A seal on this dgrawmg or cover page Mg solely for thendesiign shown. The suirabdtty J aney omponant;, w: Job Number: 136DCS0BI Ply: 1 SEQN: 539397 / T7 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A6 Wgt: 21.2.8 lbs .. / ... 03/30/17 v -4X6 13a 7'10" 15' 7'10" i 7'2" 19.10" NT" + 31'10" 39'8" 4'10'. 4'10" 7'2" 7-10" =3X4 =5X6 1112X4 =4X6=3X8 =3X8=4X6 1112X4 �1' 7'8"12 6'3"4 1'1 j2 9'4°8 +1'1"�2 6'3°4 7'8"12 7'8"12 14. S'1 12 24'6"4 25' 31'11 "4 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II 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: h to 2h Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 9.00 ft 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 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1 x4 "T" reinforcement. 80 % length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.1 13"x2.5",min.) nails @ 6" oc. Wind Member design based on both MWFRS and C&C. 't 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): 0.154 E. 999 240 B 1557 / 328 / 962 / - / 346 / 8.0 Lu: NA Cs: NA VERT(TL): 0.357 E 999 180 H 1557 / 328 / 962 / - / - / 8.0 Snow Duration: NA HORZ(LL): 0.067 J - - Wind reactions based on MWFRS HORZ(TL): 0.155 J B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor: 1.5 H Min Brg Width Req = 1.8 Bldg Code: FBC 2014 RES Max TC CSI: 0.579 Bearings B & H are a rigid surface. TPI Std: 2007 Max BC CSI: 0.728 Bearings B & H require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.353FT/R Mfg Specified Camber: Maximum Top Chard Forces Per Ply (Ibs) Plate Type(s)10(0) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 16.01.00F.0504.20 A - B 27 0 E - F 1291 -1859 B - C 1556 - 2766 F - G 1330 - 2162 C - D 1330 - 2162 G - H 1556 - 2766 D- E 1291 -1859 H- 1 27 0 -STAXE. OF # % 44�4*4- attar a.... .. 4D:Q1.5A 38-FF- 56 81',80 Bb=7f 48 0O:99:2E &5'EB iiili item ttac bean ekarnnlc�itr,�ancd sno-ealcr_+fry Hfan�if Mzrtinr ' i i& a471e2isn,tne.daoeshbwn�6auersng�syA.1 aunc�ntt:iticncodec viintnd coPlex of this ddcumenF ux not canslcerad u'gnedand ,mied andthc:Sx4xi tithcntuption;sodemust So Nar7licd cap anlidlatrank 'ccpret Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - O 2397 -1239 L - K 2394 -1268 O - N 2394 -1239 K - J 2394 -1268 N - M 2394 -1239 J - H 2397 -1268 M - L 1928 - 920 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. O-C 286 -11 E -L 182 -191 C - M 442 - 620 L - F 586 - 317 D - M 586 - 317 L - G 442 - 620 M-E 183 -192 G-J 286 -12 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! PORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS extreme care in fabricating, handling, shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building ety Information, by TPI an � SBCA) for safety practices prior to performing these functions. Installers shall provide temporary 31., Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord §hall have a pro Py iiIn Locations shown for permanent lateral restraint of we shall have bracing installed per BCSI sections 63, 87 or 910, Apply plates to each face. of truss and position as shown above and on the JoinCDetails, unless noted otherwise. hefer to a division of ITW Buildin Components in conformance with ANSI 1, or for h g this drawing indicates acceptance use of this thawing for any structure is drawing any failure to build the on this drawing or cover page , ie design shown. The sultabtlfty J aney omporr�nts, u< Job Number: 136DCS081 Ply: 1 SEON: 539398 / T6 HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL I Oty: 1 FROM: AH DRW: Truss Label: A7 Wgt: 215.6 Ibs .. / ... 03/30/17 7'10"9 13' 19010" 26'8" 31'9"7 39'8" 7'10"9 5'1"7 6'10" 6'10" 51"7 7'10"9 oF5X8 =3X4 =5X8 D E F 12 6 �3X4C G z3X4 ro o ZD � 1 =4X6(AA2) B H-4X6(A2) P N M L K J 1112X4 =3 4-3X6 =3X8 =3X6=3X4 1112X4 7'8"13 5'3"3 1' 5'10" 5"0" 1' 5'3"3 7'8.13 1'J 7'8"13 13' 4 19,10" 25'8" 26' " 31'11"3 39'8" Loading Criteria (psf) Wind Criteria Snow riteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.166 E 999 240 B 1561 / 716 / 953 / - / 305 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.383 E 999 180 H 1561 / 716 / 953 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.066 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.152 J - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / li Criteria CreepFactor: 1.5 H Min Big Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf I Bldg Code: FBC 2014 RES Max TC CSI: 0.617 Bearings B & H are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psi MWFRS Parallel Dist: h/2 to h TPI Std: 2607 Max BC CSI: 0.530 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Facto"s Used: Yes Max Web CSI: 0.432 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE I VIEW Ver: 16.01.00F.0504.20 A - B 27 0 E - F 1507 -2281 Lumber B - C 1583 -2760 F - G 1439 -2299 Value Set: 138 (Effective 6/1/2013) C - D 1440 - 2299 G - H 1582 - 2760 D - E 1507 -2281 H - 1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces`Per Ply (Ibs) Chords Tens.Comp. Chords'' -Tens. Comp. Lumber value set "13B" uses design values approved 1 /30/2013 by ALSC B - P 2388 -1259 M - L 1992 '' - 997 Wind�� $/$�� P - O 2385 -1259 L - K 1992 94 O - N 1992 - 967 K - J 2385 -12 Member design based on both MWFRS and C&C.Iy.-'�;_�g.. r , r 0 N - M 1992 -967 J - H 2388 -�12t ,t ;�b✓',{: +'�?! Maximum Web Forces Per Ply (Ibs) , Webs Tens.Comp. Webs Tens. Comp. ,. P - C 258 -14 M - F 400 262 i • a C- O 367 - 494 K- G 366 494 •, D - O 447 - 224 F - K 447 224 ., D - M 400 - 262 G - J 258 -16 d. « - OP = d E - M 326 - 409 46015A 3$.FF>55 Atbd 138 7F448 00 99 2E 95 FB thlS ItCtn riasbeen eMttrSn ca'f1y.^,j ned and uaied by mmee_ f 6nina, �'E ICI-;-IFc p4T]821-nRtfttr MshCWbpt�un'1r.5naa5HA1 aUthenFsfatfen COdC. Lwa, nct cnnilderaa tignea and waled `and4frn�ssra«i autticnticaEi• ;codninust6o,ucni�dm hrvr electronic , app(ass **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. ,Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI an c7 SBCA) for safety practices prior to perforrming these functions. Installers shall provide temporarYY / arrey bracing per SCSI. Unless noted otherwise,top chard shall have properly attBched structur I sheathing and bottom chord $hall have a properly �! attached ri id ceiling. Locations shown for permanent lateral restraint of webs shall (lave bracinp installed per BCSI sections B3, B7 or 810 om orrents, ,c as applicab0e. Apply plates to each face of truss and position as shown above and on the Join C Details, unless noted otherwise. defer to P 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 ANSIl� PI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover pa e , listing this drawing indicates acceptance of professional engineerin responsibility solely for the design shown. The suigablllty and use of this gnawing for any structure is the responsibility of the euilding�Designer per ANSI/TPI 1 Sec.2. a e and these we For more information see this lob's general notes b sites: ALPINE: www.al ineitw.com• PI: www.t inst.or • SBCA: www.sbcindust .com: ICC: www.iccsafe.or I " Job Number: 136DCS081 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Truss Label: A8 Ply: 1 SEQN: 539399 / T5 / HIPS Qty: 1 FROM: AH DRW: Wgt:204.4lbs .. / ... 03/30/17 Y t� 0 in 1 =4X6 t 7'8"12 11' 16'10"2 21' 22'8" T8"12 3'3"4 5'10"2 4'1"14 1'8" 1112X4 =3X6=3X4 28'8" 31'11 "4 39'8" 5'11"13 3'3"4 7'8"12 =5X6 3X4 =4X6 =3X8 =3X4 =3X6 =3X4 F1' 7'10"8 6'1"8 2'10"2 6'1"9 2'8"5 6'1"8 Tl0"8 1� 7'10"8 14' 16'10"2 22'11"11 25'8" 31'9"8 39'8" T i7 <6(A2) I1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.189 E 999 240 B 1561 / 718 / 940 / - / 264 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.436 E 999 180 J 1561 / 718 / 940 / / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.068 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: Cght: HORZ(TL): 0.156 'L - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Hei 15.00 It TCDL: ei psf Code / Misc Criteria Creep Factor: 1.5 J Min Brg Width Req = 1.8 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.582 Bearings B & J are rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.729 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.516 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 A - B 27 0 F - G 1684 -2617 Lumber B - C 1615 - 2774 G - H 1676 - 2603 Value Set: 13B (Effective 6/1/2013) C - D 1762 -2719 H - 1 1761 -2718 D - E 1685 -2617 1 - J 1614 - 2773 Top chord 2x4 SP #1 E - F 1684 -2617 J - K 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp. approved 1/30/2013 by ALSC Wind � �- � B - Q 2400 -1287 N - M 2107 -1106 ember design based on both MWFRS and C&C.+} ��1m �, �}r -1� Q - P 2106 -1076 M - L P - O 2106 -1076 L - J 2107 -1106 2399 -1317 k� "��'�x O N y • ~d " 1 - 2620 -1373 „ 0 7. Maximum Web Forces Per Ply (Ibs) : i Webs Tens.Comp. Webs Tens. Comp. 4 .:.' .. C - Q 337 - 310 G - N 283 - 338 Q D 563 - 393 N - H 692 405 eN D - O 704 - 414 H - L E-O 278 L 1 560 - 391 -333 - O -G 113 -108 335 -309 40.015A 38:FF.55 81-BO BB 7F 48 00 99 2E 85 176 Yhlz;itemhac 4een clecitanipt}µs5�ne�sna ;ealed�y Man�vlyMartina{;. E }:,L.lic pdFl Rjj-,eft i.daM i6p, nIng a 5}#A,I 1UthCnt{lriCn codC_ . 9r7rRed copiesof}} t{ecwnanYxcaiot cernldatad Jped and: —led ned thc.'S uw* autficnttcattanidilc ritust be acrl(;cd"cirarv(pintinrsic; :ccpeei: **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 sa{�ety practices prior to performing these functions. Installers shall provide temporary / aney bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord $hall have a properly ✓ attaches rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insyalled per BCSI sections B3, B7 or d10, om rents, drawings 16OA-Z for standard plate positi as applicable. Apply plates to each faceof truss and position as shown above and on the Joinf Details, unless noted otherwise. Defer to P ons. 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 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover pa e , listing this drawing indicates acceptance of pro#esstonag engineering responsibility solely for the design shown. The suigabiltty and use of this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS081 I Ply: 1 SEQN: 539400 / T4 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL City: 1 FROM: AH DRW: Truss Label: A9 I Wgt: 211.4lbs .. / ... 03/30/17 7'8"12 1 9' 1 14'?t"15 1 19' 9' 0" 25'S"2 30'8" 31'1 "4 39'8" 7'8"12 1'3" 5'215 4'9"1 10' S'7"2 5'2"14 1'3" T812 =3X4 =3X61112X4 =3X4 =5X6 D=5X6 E F G H I 6 1112X4 A v 1112X4 A2) B K=4 Q =3X4 P O N M -5X6 =3X8 =5X6 =3X4 6'1"8 5,10" 5'10" 6'1"8 110"8 1� 7'10"8 14' 19,101, 25'8" 31'9"8 39'8" Loading Criteria (psf) Wind Criteria Sndw Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:INA 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): 0.243 G 999 240 B 1560 / 720 1920 / - / 223 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: A Cs: NA VERT(TL): 0.560 G 843 180 K 1560 / 720 / 920 / / / 8.0 BCDL: 10.00 Risk Category: II Sno Duration: NA HORZ(LL): 0.074 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ TL : 0.171 M ( ) B Min Br Width Re 1.8 g q NCBCLL: 10.00 Mean Height: 15.00 It TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 1.5 K Min Brg Width Req = 1.8 Soffit: 2.00 BCDL: 5.0 psf P Bldg Code: FBC 2014 RES Max TC CSI: 0,566 Bearings B & K are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI td: 2007 Max BC CSI: 0.558 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.500 Loc. from not in 9.00 It FT/ T:20 0 /10 0 Mfg Specified Camber: () () g p Maximum Top Chord Forces Per Ply (Ibs) pl: 0.18ndwall: GCpi:0.18 Plat Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WA IE VIEW Ver: 16.01.00F.0504.20 A - B 27 0 G - H 2O28 -3245 Lumber B - C 1643 - 2765 H - 1 1868 - 2949 Value Set: 13B (Effective 6/1/2013) C-D 1811 -2718 I-J 1810 -2718 D - E 1868 -2950 J - K 1643 -2765 rt' Top chord 2x4 SP #1 E - F 2028 -3245 K - L 27 0 Bot chord 2x4 SP #1 F - G 2028 -3245 r Webs 2x4 SP #3 Lumber value set 13B" uses design values Maximum Bot Chord Forces Per Ply (Ibs) " approved 1/30/2013 by ALSC Chords Tens.Comp. Chords- - Tens. Comf Wind Member design based on both MWFRS and C&C.'4 ¢ - 'Afi B-Q 2393 -1310 O-N Q - P 2257 -1185 N - M 2983, 2257 '' P - O 2983 -1609 M - K 11 2393' �•`' ,� Maximum Web Forces Per Ply (Ibs) mWebs Tens.Comp. Webs Tens. Comp. C - Q 406 - 330 O - H 338 ; / -192 *� y Q - D 491 - 428 H - N 381 i - 525 •" T- D-P 940 -560 N-I P-E 380 I-M 940' -560 -524 E O 338 M J 491 -428 406 330 „ - -191 - - +riu'.; t sr cii ±ti� b G - O 233 - 309 46,015A 38 FF5B'Si BO BB 7F 48,00 99 2€ 85 FB Sl}Iz belt as been ek&o"I UFs4gned and sealed by Mahal WrtinaL 'PE f L.Lfc.ltlb7192I'= thedate shown alme'vong a SHA-1 . aunientl•.atfun code. ' gi9ntnGc I�Icz'Flfdrdccwnen1,, moi cense—al ugn.d snd sssled ar d therssirli>.a xetthenticaftcn codo.Mst be varlfkd m any dectrank: copies **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for sa ety practice prior to performing these functions. Installers shall provide temporary / aney bracingSer BCSI. Unless noted dtherwise,top chord shall have prc IM attached structural sheathing and bottom chord $hall have a properly ✓ attache ri id ceiling Locations shown for permanent lateral restrainti of webs shall have bracing InsTalled per BCSI sections B3, 87 or 10, om rrerrrs, as applicable. Apply plates to each face of truss and position as shgwn above and on the Joint" Details, unless noted otherwise. defer to P� drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinggComponents 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 shippinj, installation and bracing of trusses. A seal on this dgrawfng or cover page , listing this drawing Indicates acceptance of pro#essiona engineering responsibility solely for the design shown. The sui ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this 'ob's eneral notes page and these web sites: ALPINE: >lnyw.al ineitw.com• TPI: www.t inst.or • SBCA: www.sbcindust .corn: ICC: www.imsafe.or Job Number: 136DCS081 Ply: 2 SEQN: 539417 / T12 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL' Qty: 1 FROM: AH DRW: Truss Label: A10 Wgt: 235.2 Ibs / ... 03/30/17 1�� 7' 11'S"1 15'8"7 17' 210" 23'11"9 28'2"15 32'8" 39'8" 7' 4'S"1 4'3"5 1'3" 4'1"9 4'3"5 4'S"1 7' 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 " =3X4 =3X4 =4X6 Ill2X4 =3X4 =3X4 1164 =4X6 =5X6=3X4 =3XB =3X4=5X6 =4X6 Ill2X4 11 to 2(83) 6'7"12 + 3'11"13 + 2�I 4'S"1 + 4'5"1 14 i5 3'11"13 6'712 , �1'� 7'1"12 11'1"9 14' 1_'_4_".�5 19'10" 2431 25'8�� 32'6"4 39'2" 6„ 1' 5,4 5 28'6"7 39'8" 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: 3.97 It Loc. from endwall: NA 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 43 Lumber value set "'I 3B" uses design values approved 1/30/2013 by ALSC Nailnote 1vd%ySchedule:0.128"x3", min. nails Top Chord: 1 Row @12.00" o.c. BDt Chord: 1 Row @12.00" 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 0.00 TC- From 56 plf at 0.00 to 56 plf at 7.00 TC- From 119 plf at 7.00 to 119 plf at 32.67 TC- From 56 plf at 32.67 to 56 plf at 39.67 TC- From 56 plf at . 39.67 to 56 pif at 40.67 BC- From 4 plf at -1.00 to 4 pif at 0.00 BC- From 20 plf at 0.00 to 20 plf at 7.00 BC- From 44 plf at 7.00 to 44 plf at 32.67 BC- From 20 plf at 32.67 to 20 plf at 39.67 BC- From 4 plf at 39.67 to 4 plf at 40.67 BC- 462 lb Conc. Load at 7.00 BC- 464 lb Conc. Load at 32.67 Loading #1 hip supports 7-0-0 jacks with no webs. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Defl/CSI Criteria ♦ Maximum Reactions (Ibs) PP Deflection in [or Udefl U# Loc R / U / Rw / Rh / RL VERT(LL): 0.350 G 999 240 B 3139 / 1427 / - / • / - VERT(TL): 0.816 G 579 180 K 3140 / 1428- HORZ(LL): 0.074 C - - Wind reactions based on MWFRS HORZ(TL): 0.174 C - - B Min Brg Width Req = 1.6 /W / 8.0 / 8.0 Code / Misc Criteria Creep Factor: 1.5 K Min Brg Width Req = 1.6 Bldg Code: FBC 2014 RES Max TC CSI: 0.386 Bearings B & K are a rigid surface. TPI Std: 2007 Max BC CSI: 0.591 Bearings B & K require a seat plate. Rep Factors Used: No Max Web CSI: 0.504 FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. -Comp. WAVE VIEW Ver: 16.01.00F.0504.20 A - B 13 -10 G - H 2103 -4696 Wind B - C 1428 -3155 H - I 2000 -4470 C - D -4470 I - J 815 1429 -3156 Wind loads and reactions based on MWFRS. 2000 D - E 2000 -4470 J - K 1429 -3156 E-F 2103 -4696 K-L 13 -10 F - G 2103 -4696 0 X#.'d-� 15A iiit 56 $3:80 Ri7F 48 00 99 2E 85 FB mhos beer,, cicrxroalca71y ru3nedand. ealcQ�yManucl�Martinnt;- Ilc.•paT1811 an 1nsl'date SflCWila6eaC=Ing a SHA•7 - ' viinted copies or this 8ccemant are net cansideied signed and sealed andthc'SxiAaF'autfiemxasionwdrmastLqui:ritcdrr anyclaciicnM1t cupfei:, Maximum Bdt Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 2787 -1250 Q - P 4504 - 2022 U - T 2801 -1253 P - O 3880 -1744 T - S 3879 -1744 O - N 3880 -1744 S - R 3879 -1744 N - M 2802 -1254 R - Q 4505 - 2022 M - K 2788 -1251 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - U 320 - 69 Q - H 250 -106 C - T 1322 - 594 H - P 268 - 414 T - D 430 - 771 P - 1 783 - 339 D - R 784 - 339 1 - N 430 - 771 R -. E 268 - 414 N - J 1322 - 593 E - Q 250 -106 M - J 320 - 69 G - Q 192 - 240 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) fo'r sapety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro pery �id ceiling Locations shown for permanent lateral restraint of webs shall have�racin ins�alled per BCSI sections 83, 67 or Ei10, e._ Appgy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to a division of ITW Buildinc� Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover paqe , this drawing indicates acceptance of pro#essional engineering responsibility solely for the design shown. The suiTability se of this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. J aney ompau-tS, t Job Number: 136DCS081 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" L OL Truss Label: B1 L 10 6" I--- 2'8- --{- 1'4• -{ (TYP) Ply: 1 SEQN: 539401 / T2 / GABL Qty: 1 FROM: AH DRW: Wgt:134.4lbs / ... 03/30/17 21'4• 10'8" I =04 H J G K 12 F L 6 E M to C 0 =2X4(A7) B P _ 2X4(A7 ) a? A M U U U I H R Q AE AD AC AB AA Z Y X=3X4 W V U T S R r 21'4. 1, 21'4" 1' 21'4 Loading Criteria (psf) Wind Criteria Sno Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: Np Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: N.A Ce: NA VERT(LL): -0.001 H 999 240 P• 81 / 37 / 39 /- / 11 / 255 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.001 AE 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: 11 Snow uration: NA HORZ(LL): 0.002 J - - B Min Brg Width Req = - . Des Ld: 37.00 EXP: CMean Height: 15.00 It HORZ(TL): 0.003 J - - Bearing B is a rigid surface. NCBCLL: 10.00 TCDL: 4.2 psf Code Misc Criteria Creep Factor: 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg C de: FBC 2014 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI St : 2007 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep F ctors Used: Yes Max Web CSI: 0.088 A - B P7 0 1-1 304 - 24 Loc. from endwall: Any FT/RT: 0(0)/10(0) Mfg Specified Camber: B - C 87 -120 J - K 253 -21 GCpl: 0.18 Plate T�pe(s): C - D 80 -90 K - L 202 -23 Wind Duration: 1.60 WAVE I VIEW Ver: 16.01.00F.0504.20 D - E 105 -71 L - M 154 -43 Lumber E - F 153 -50 M - N 105 -64 Value Set: 13B (Effective 6/1/2013) F - G 202 - 29 N - O 74 - 84 G - H 253 -21 O - P 81 -113 Top chard 2x4 SP #1 H - 1 303 -24 P - Q 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Lumber value set "13B" uses design values Chords Tens.Comp. Chords Tens. Comp approved 1/30/2013 by ALSC tll.til#tt Plating Notes B-AE 175 -108 X-W 192 -1 �i� AE-AD 183 -110 W - V 191 1( All plates are 2X4 except as noted. , AD -AC 185 -110 AC -AB 188 -111 V - U U - T 1kr -1 187 1 Wind,A .. r: AB -AA 190 -112 T - S 185 -10 Member design based on both MWFRS and C&C. *�' ° +� AA- Z 191 -112 S - R 183 -104 No.. 047162' Z-Y 192 -113 R-P 175 -103 Additional Notes Y - X 192 -107 See DWGS Al 6015ENC1 01014 & GBLLETIN1014 for gable wind bracing requirements. Maximum Gable Forces Per Ply (Ibs) STA}« T E OF Gables Tens.Comp. Gables Tens. Comp. j(�,._ �0+..;�s *� C-AE 174 -103 D W-J 187 -83 ,ram j, C «« «`r . R -AD 88 - 65 V - K 153 - 73 8"�r'+ »«„R� .•• 1:I E-AC 101 -74 U -L 100 -73 188 '0 ON -74 G AA 100 73 S - N 65 5@RU1i tt:. H - Z 187 - 83 R - O 174 -103 40.015A 38. FF5B 81,BO BB 7F 48 00 g9 2E 85..FB X - I 0162 !tits item has Cra neloaro91M4p sl3mdandzealodbywrtucl',6rtinu1; ' .?E I;L. Ilc. 9471 21 am the date sfwwnabiivc usnga sHA•i ' aCah.nW..t1an, de. - Furitoa copleco tha dccLment are not canstccrad signed and ,suled< andtM-5!ra*3a tficnui:atien �odc mLst Se varllcdriiar6�elccetank: ccyias: **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS in fabricating, handling, installing,�nd bracing. Refer to follow latest BCSI [russes require extreme Safety Information, care shipping, and the edition of by TPI and SBCA) for sa�ety to these functions. Installers (Building temporarryy / component tracing per BCSI. Unless r ttached ri id ceilin practices prior performing shall provide noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro erly Locations shown for lateral restraint of Webs shall have bracingq ins�alled per BCSI sections B3, B7 or �10, aney `J permanent is applic 9.. Apply plates to each face o truss and position as shown above and on the Joint -Details, unless noted otherwise. refer to om P orrenrs, ru !rawings 160A-Z for standard plate positions. \Ipine, a division of ITW Buildinc�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the russ in cgnformance with �fPI 1, for handling installation bracing trusses. A this dgrawing ,ANSI or shippinq, and of seal on or cover page , , !sting this drawing indicates acceptance of pro)esslonal engineering responsibility solely for the design shown. The suiTability ind use of this cawing for any structure is the responsibility of th Building Designer per ANSI/TPI 1 Sec.2. or more information see this job's general notes page and these web sites: ALPINE: www.af ineitw.com• TPI: www.l inst.or ' SBCA: wvvw.sbcindust .com: ICC: www.iccsafe.or Job Number: 136DCS081 Ply: 1 SEQN: 539402 / T15 / SPEC 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: B2 Wgt: 103.6 Ibs .. / ... 03/30/17 Y Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NC13CLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 7'107 10'8" 135"9 21'4" t— T10"7 -i- 2'9'9 I 79"9 7'10"7 D=4X6 1112X4 =3X4 =3X8 1112X4 7'8"11 1-7"5 2'11"5 7'8"l1 1 7811 9'4" 1375 21'4" �� 108" Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II 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 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 chard 2x4 SP #1 Webs 2x4 SP 43 Lumber value set "13B" 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) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Pf: NA Ce: NA VERT(LL): 0.035 J 999 240 Lu: NA Cs: NA VERT(TL): 0.081 J 999 180 Snow Duration: NA HORZ(LL): 0.016 G - - HORZ(TL): 0.036 G Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.655 TPI Sid: 2007 Max BC CSI: 0.436 Rep Factors Used: Yes Max Web CSI: 0.500 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 16.01.00F.0504.20 WAVE N SERKA,; 4f) 5A 38:Ff 56 9 B0 86 7E 48 00,99 2E 95 ft3 'tt,is Item has been ekaranintty si .Qd and scaled by Manacf Martinea, Et L�lrc aaris�}'an',ti!n"datoshawnnt>uve-�.)ngasHA•t ' autlien[i:atidn code. Pilntad copies or th#s dccv'nent�ua nai cansidetad ugned and,st�iad and'tfsC�SiNa-s zufiiCntKatlon6a�bmust{re 9arlfcd an mypl"uar ' '�COQ(CS_ ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 869 1397 / 529 / 1229 / 8.0 F 805 / 360 / 463 / - /- / 8.0 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. Bearings B & F require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 D- E 1065 - 933 B - C 1138 -1276 E - F 1187 -1281 C - D 1038 - 932 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - J 1066 - 865 H - G 1068 - 859 J - 1 1062 - 864 G - F 1072 - 860 1- H 1062 -864 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. J - C 288 - 55 H - E 608 - 515 C - H 600 - 505 E - G 290 - 80 D - H 790 - 905 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING] "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire exI eme are in fabricatin , handling, shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI an SBCA) for satPety practices prior to performing these functions. Installers shall provide temporaryy BCSI. Unless noted otherwise,top chord shall have properly attached siructur I sheathing and bottom chord shall have a properly ijid ceilin Locations shown for permanent lateral restraint of webs shall have�racinpp Installed per BCSI sections 83, B7 or Ei10, e. App7y plates t. each face, of truss and position as shown above and on the Joinf Details, unless noted otherwise. defer to a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the conformance with ANSI 1, or for handling shippin , installation and bracing of trusses. A seal on this dgrawing or cover pa e , this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suiTability se of this drawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2. / aney omporrenrs, ur Job Number: 136DCS081 4EBB 1828-Cali "D" ILL OL /DR Horton /4EBB 1828-Cali "D" LI OL Truss Label: C1 Ply: 1 SEON: 539403 / T3 / GABL Qty: 1 FROM: AH DRW: Wgt:78.4lbs .. / 03/30/17 1'8" —+ 1'4"I—{ T (TY ) 12 6 _o D C 2X4(A1) B T A 7' + 14' 7' 7' G=4X4 F H E I J vt K v L=2X4(A1) M r 14' 1: I 14 1, 14' Loading Criteria (psf) Wind Criteria Snoly Criteria (Pg,Pt in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or .=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: lNA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: (�A Ce: NA VERT(LL): -0.001 F 999 240 B• 84 / 39 / 40 /- / 12 / 168 BOLL: 0.00 Enclosure: Closed Lu: A Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II EXP: C SnoI Duration: NA HORZ(LL): -0.002 E - - B Min Brg Width Req = - Des Ld: 37.00 HORZ(TL):-0.002E - - Bearing B is a rigid surface. Mean Height: 15.00 ft NCBCLL: 10.00 Cod / Misc Criteria Creep Factor: 1.5 TCDL: 4.2 psf Bldgode: FBC 2014 RES Max TC CSI: 0.118 Maximum To Chord Forces Per PI Ibs Soffit: 2.00 BCDL: 5.0 psf P y (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI sit 2007 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.061 A - B 27 0 G - H 213 -26 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 14 -66 H - 1 157 -48 GCpi: 0.18 Plate ype(s): C - D 61 -28 1-1 105 -69 Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 D - E 113 -17 J - K 87 -89 Lumber E - F 165 -14 K - L 84 -106 Value Set: 136 (Effective 6/1/2013) F-G 221 -17 L-M 27 0 Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Webs 2x4 SP #3 Chords Tens.Comp. Chords Tens. Comp. Lumber value set "l3B" uses design values B - V 145 -46 R - Q 164 -4� approved 1/30/2013 by ALSC V - U 153 -47 Q - P 159 -E Plating NotesfU - T 158 -48 P - O 155 T - S 161 - 49 O - N 150 All plates are 2X4 except as noted.. S R 164 49 N - L 144 Wind Maximum Gable Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Gables Tens.Comp. Gables Tens. Comp. 00, 07, Additional Notes", '. C - V 122 56 Q H 205 83 See DWGS Al6015ENC101014 & GBLLETIN1014 for 'ems 4 * D - U 115 75 P - I 159 72 gable wind bracing requirements. '� : ' E - T 159 72 O J 115 75 "«y G_R 13 2_ N-K 122 56 $FPIAU.#�';: 015A 3a FF 5B Bf80 BB 7F 4,s ti0 99 2E 85 FB: Iretn•ha ee neMaranlcaY}y si31.ne. sn1....; "i,* M7a:*e:,AarnI 4 ticp 7]axtcrr th�'�ateshawn�btive lzitlga SNAtt � �' cr[Yat(¢I�ycode_ **WARNING** READ AND FOLLOW ALL NQTES ON THIS DRAWING **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installingand bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an � SBCA) for satPety practices prior to performing these functions. Installers shall provide temporary r orr� bracing per SCSI.• Unless noted otherwise,top chord shall have properly, attached structur I sheathing and bottom chord $hall have a properly ✓ attached ri id ceiiin . Locations shown for permanent lateral restraint ofi webs shall havevracinp installed per BCSI sections B3, B7 or 810, as applicable. Al plates to each face o truss and position as show above and on the Joint' Details, unless noted otherwise. defer to omponents, drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be r sponsible for any deviation from this drawing any failure to build the truss in conformance with ANSI 1, or for handling shipping, installation and bracing of trusses. A seal on this rawmg or cover page , listing this drawing indicates acceptance of ppro)essional engineering responsibility solely for the design shown. The suitability and use of this grawing for any structure is the responsibility of1the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS081 Ply: 1 SEQN: 539404 / T14 /SPEC 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: C2 Wgt: 50.4 Ibs .. / ... 03/30/17 7' 14' r 7' +' 7' C=5X6 4 12 6 e� y o to m r -v 3 =2X4(Ai) B D=2X4(A1) AA 1-11 E III2X4 1 7' 7' 7' 14' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.019 E 999 240 B 593 / 272 / 371 / - / 158 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.025 E 999 180 D 527 / 234 / 304 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.009 E - - Wind reactions based on MWFRS EXP: C HORZ TL : 0.013 E B Min Br Width Re 1.5 NCBCLL: 10.00 P Des Ld: 37.00 Mean Height: 15.00 ft ( ) g q Code / Misc Criteria Creep Factor: 1.5 D Min Brg Width Req = 1.5 TCDL: 4.2 psf Bearings B & D are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.683 Bearings B & D require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.422 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.119 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 16.01.001'.0504.20 A - B 27 0 C - D 809 -738 Lumber B - C 777 -739 Value Set: 13B (Effective 6/1/2013) op chord 2x4 SP #1 Maximum Got Chord Forces Per Ply (Ibs) Tot chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Webs 2x4 SP #3 B - E 598 -536 E - D 598 -536 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Maximum Web Forces Per Ply (Ibs) Wind ��)tiliiiiP#$j� Webs Tens.Comp. Member design based on both MWFRS and C&C. v��V �C - E 311 -82 IV•i`nw Mawr: rr��l- .�% r r • or rice ` ,�. • ,�. ++. • ws �. cc . -STATE OF `M `max w P`oa d�+�' .:ors*• N#� SimIAL #: . 40 01.5A38 FF 58 81 BO 8B 7F 48 00 992E 85 FB This item #�a; been elet3conieaf}y S3ncc and. ualeeby uianucl'inardnas, PE JR. tie. 047182) M the Mate shown Sbouo -ing a 5NA•3 autfientba C(ce rode_ arintad cepfes or this ducment wo not cansiderad u,7ned and sosled and 64SWA*1 nuthentipvan Bodo mostba uarif ed m anyelectranic copies: "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and SBCA) for saety practices prior to performing these functions. Installers shall provide temporary / aney bracing per BCSI.• Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rI id ceilin Locations shown for permanent lateral restraint of webs shall have bracingp insTalled per BCSI sections 83, B7 or 810, as appllcab�e. Apply plates to each face, of truss and position as shown above and on the Joint" Details, unless noted otherwise. defer to omporrznrs, t 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 drawin any failure to build the truss in conformance with ANSI 1, or for handling shipping, installation and bracing of trusses. A seal on this dgrawtng or cover page , listing this drawing indicates acceptance of pro essiona-I engineerm responsibility solely for the design shown. The suiiability and use of this g"awing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this •ob's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www.l inst.or • SBCA: www.sbcindust .com: ICC: www.iccsate.or Job Number: 136DCS081 I I Ply: 1 SEQN: 539405 / T29 / COMN 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 2 FROM: JAH DRW: Truss Label: D1 I Wgt: 37.8 Ibs .. / ... 03/30/17 l 12 s� 0 N 1-2 X4(Ai ) 43 A 5' 10, 5' 5' C=4X4 C=2X4(A1) co E F III2X4 1, I 5' S' 1, 15 10 Loading Criteria (psf) Wind Criteria Snov Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: Nq Ce: NA VERT(LL): 0.006 F 999 240 B 438 / 202 / 287 / - / 134 / 3.5 BCLL: 0.00 Enclosure: Closed Lu: N?D Cs: NA VERT(TL): 0.013 F 999 180 D 438 / 202 / 287 / - /- / 3.5 BCDL: 10.00 Risk Category: II Snow uration: NA HORZ(LL):-0.003 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C IHORZ(TL): 0.006 F - - B Min Brg Width Req = 1.5 NCBCLL: 10.00 Mean Height: 15.00 ft Code IMisc Criteria Creep Factor: 1.5 p D Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf I Bldg Cbde: FBC 2014 RES Max TC CSI: 0.214 Bearings B & D are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.208 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Fa14 tors Used: Yes Max Web CSI: 0.081 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 T)iIpe(s): A - B 27 0 C - D 359 - 492 Wind Duration: 1.60 WAVE VIEW Ver: 16.01,00F.0504.20 B - C 358 -492 D - E 27 0 Lumber Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Camp. Bat chord 2x4 SP #1 B - F 394 -183 F - D 394 -183 Webs 2x4 SP #3 Lumber value set " 138" uses design values Maximum Web Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Webs Tens.Comp. C - F 213 27 Member design based on both MWFRS and C&C.�k **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 temporarryy J Q11Cy bracing per BCSI. Unless noted otherwise,top chord shall have properly atta hed structur I sheathin and bottom chord shall have a pro Pry attached ri id ceilin Locations shown for permanent lateral restraint of we�s shall havevracinp insyalled per BCSI sections B3, B7 or 910, om rrtrrts, uc as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. hefer to. Po drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be respo Isible for any deviation from this drawin any failure to build the truss in conformance with ANSI 1, or for handling shipping, installation Wd bracing of trusses. A seal on this d9rawmg or cover page , listing this drawing indicates acceptance of proTessiona engineerin responsibility solely for the design shown. The suigabtifty, and use of this drawing for any structure is the responsibility of the quilding Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS081 Ply: 1 SEQN: 539418 / T24 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: JAH DRW: Truss Label: D2 Wgt: 44.8lbs .. / ... 03/30/17 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 " 12 3' 7' 10, 3' 4' 3' C=5X6 im III ZA4 =,JAI+ r LO ih N 3'1 "12 3'6"12 3'3"8 1A 3'1 "12 6'8" 8 110, 11 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II 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: not in 4.50 ft 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 56 plf at -1.00 to 56 plf at 3.00 TC- From 28 plf at 3.00 to 28 plf at 7.00 TC- From 56 plf at 7.00 to 56 pit at 11.00 BC- From 4 plf at -1.00 to 4 plf at 0.00 BC- From 20 plf at 0.00 to 20 plf at 3.03 BC- From 10 plf at 3.03 to 10 plf at 6.97 BC- From 20 plf at 6.97 to 20 pit at 10.00 BC- From 4 plf at 10.00 to 4 plf at 11.00 TC- 128 lb Conc. Load at 3.03, 4.95, 6.97 BC- 80 lb Conc. Load at 3.03, 6.97 BC- 103 lb Conc. Load at 4.95 Wind Wind loads and reactions based on MWFRS. 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: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): 0.017 G 999 240 VERT(TL): 0.038 G 999 180 HORZ(LL): 0.007 G - - HORZ(TL): 0.016 G Creep Factor: 1.5 Max TC CSI: 0.314 Max BC CSI: 0.328 Max Web CSI: 0.062 Mfg Specified Camber: VIEW Ver: 16.01.00F.0504.20 , r� �f. rV L..yR� t 611foO 40.01.5A 38 FF 56 BZ60 BB,7F 48 00 `99 2E 85,FB: this item has keen eMctrcjniratiy signae' and scaled hg.l�Inn�clMartlnau PE K. llc. 0471911 an the date shownabaua Ling a SNAs7 mtl-tkulen code. Pnnted copies of thJs dccurnent ue riot cnndl crz d tegned and. scaled and th¢SitA+S autfirntuatluniadc.innst bo Nerirkdo adydl.tiia-jc- Cap)- ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 688 /341 /- /- /- /3.5 E 685 / 340 / / / / 3.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = 1.5 Bearings B & E are a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp A - B 27 -20 D - E 523 -1083 B - C 523 -1093 E - F 27 -20 C - D 439 - 968 Maximum Bat Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 946 - 446 G - E 938 - 445 H - G 961 - 443 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-H 157 0 G -D 162 0 C-G 10 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS re extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and SBCA) safety practices prior to performing these functions. Installers shall provide temporaryy SCSI. Unless noted otherwise,top chord shall have properly attached s ructural sheathing and bottom chord $hall have a pro My �Id ceilinq Locations shown for permanent lateral restraint of webs shah have bracingp installed per BCSI sections B3, B7 or B10, e. AODTV olates to each face of truss and cosition as shown above and on theJoin Details, unless noted otherwise. Nefer to of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the rice with,ANSI/TPI 1, or for handling. shippin , installation and bracing of trusses. A seal on this rawmg or cover pa e , in q indicates acceptance of professional engineering responsibility solely for the design shown. The suiCabdlty I yawing for any structure is the responsibility of the building Designer per ANSI(rPl 1 Sec.2. aney ✓✓✓ omporrenrs, � Job Number: 136DCS081 Ply: 1 SEON: 539406 / T22 / HIP_ 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Oty: 2 FROM: AH DRW: Truss Label: M3 I Wgt: 11.2lbs .. / ... 03/30/17 I 12 C 6 T Tco 2X4(A1) B r T T T A D -ie 2' a 1 2, , Loading Criteria (psf) Wind Criteria Snovf 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 U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 87 / 69 / 144 / - / 64 18.0 BCLL: 0.00 Enclosure: Closed Lu: Nb Cs: NA VERT(TL): NA D 32 / 5 / 29 / - /- / 1.5 BCDL: 10.00 Risk Category: II SnowlDuration: NA HORZ(LL): 0.000 D C 13 / 28 / 12 /- /- / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.001 D - - Wind reactions based on MWFRS Mean Height: 15.00 ft Code I { Misc Criteria CreepFactor: 1.5 B Min Brg Width Req = 1.5 NCBCLL: 10.00 TCDL: 4.2 psf 50 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.094 D Min Brg Width Req = - t • : Soffit: 2.00 BCDL:. p C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI S2007 Max BC CSI: 0.023 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep F actors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 9.00 It FT/RT:R0(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate T`{pe(s): I Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. Lumber Value Set: 13B (Effective 6/1/2013) A - B 13 0 B - C 6 -38 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Lumber value set 1313" uses design values approved 1/30/2013 by ALSC B - D 0 0 Special Loads ---(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25)+�, TC- From 0 plf at -1.00 to 56 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 2.00 AlIV / BC- From 0 plf at -1.00 to 4 plf at 0.00� BC- From 2 plf at 0.00 to 2 plf at 2.00"'' =� Wind 7. 2; 1j '� r' � Member design based on both MWFRS and C&C. I "WARNING" READ AND FOLLOW AL **IMPORTANT** FURNISH THIS DRAWING TO ALL a division of Im 1,ortor ri acceptance any structure as Lua 3 $3 80$B 7F 43 Of) 99 2E85!FB inIImbr sjned xnd. sealed tiq m2nee6vi6rtlnaL 'ditcihawnatadvcizingaSFia.r 'INCLUDING THE INSTALLERS 3. ,Refer to and follow the latest edition of BCSI (Building ming these functions. Installers shall provide temporary aney uctural sheathing Ind bottom chord shall have a properly have bracingg installed per SCSI sections B3, 87 or 10, on the Join f Details, unless noted otherwise. hefer to omparrents. )r any deviation from this drawin any failure to build the oing of trusses. A seal on this Rawmg or cover pa ,e , onstb,litysolelyforthedesignshown. The suigabtltty 9 Designer per ANSIfrPI 1 Sec.2. Job Number: 136DCS081 Ply: 1 . SEQN: 539408 / T19 / EJAC 4EBB 1828-Cali "D" LL OL /DR Horton MESS 1828-Cali "D" LL OL Qty: 8 FROM: AH DRW: Truss Label: EJ7 Wgt: 23.8lbs .. / ... 03/30/17 T 7' 1' 7' Loading Criteria (pst) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psi 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 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pt in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.014 D HORZ(TL): 0.031 D Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.496 TPI Std: 2007 Max BC CSI: 0.368 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.00F.0504.20 Pi9ntoE ccypl,a 8ythkdm mcnf'uanot—,1d.raddgncdand'.-16d ardihc5tr,3«4�aettierrtlatian codrinust be udrl(td an anyele:tra�r- 'cEpics C ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 336 / 117 / 259 / - / 173 / 8.0 D 127 /20 /101 /- /- /1.5 C 171 /133 /91 /- /- /1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Big Width Req = - C Min Big 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 27 0 B -C 77 -151 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatingp handling, shi ping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and'SBCA) for sa�ety 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 ghall have a proper y id ceiling Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 810, e. A" plates to each face ofPiruss and position as shown above and on the JoinT Details, unless noted otherwise. befer to a division of ITW Buildinci Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover pa e this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suiTability ie of this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. aney ✓✓✓ nmponenrs, = Job Number: 136DCS081 I Ply: 1 SEQN: 539409 / T23 / EJAC 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" L L OL Qty: 6 FROM: AH DRW: Truss Label: EJ7A I Wgt: 21.0 Ibs .. / ... 03/30/17 2X4(A1) A T B 12 6 co 0 co C 7, 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: Ce: NA VERT(LL): NA A 270 / 79 / 188 / - / 151 18.0 BCLL: 0.00 Enclosure: Closed Lu: Cs: NA TAI VERT(TL): NA C 128 /21 /104 /- /- /1.5 BCDL: 10.00 Risk Category: II Snouration: NA HORZ(LL): -0.017 C B 174 / 135 / 95 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.034 C Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Code I Misc Criteria 1 Creep Factor: 1.5 A Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.505 C Min Br Width Re g q = Load Duration: 1.25 " MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Rep Flactors Used: Yes Max BC CSI: 0.373 Max Web CSI: 0.000 B Min Brg Width Req = - Bearing A is a rigid surface. Spacing: 24.0 C&C Dist a: 3.00 ft Bearing A requires seat plate. Loc. from endwall: not in 4.50 ft FT/R1i:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate ype(s): I Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAV VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Lumber A - B 78 -152 Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chords Tens.Comp. Lumber value set "13B" uses design values approved 1/30/2013 by ALSC A - C 0 0 Wind1$ffida . Member design based on both MWFRS and C&C.l� A;. 7k, . "WARNING" READ AND FOLLOW AL **IMPORTANT** FURNISH THIS DRAWING TO ALL a division of 11'1 1, or for h acceptance any structure as INCLUDING THE INSTALLERS I.. Refer to and follow the latest edition of BCSI (Building ming these functions. Installers shall provide temporary arrey Xtural sheathing and bottom chord shall have a pro�eny lave bracing insTalled per BCSI sections B3, B7 or 10, on the Join Details, unless noted otherwise. hefer to omponerrrs, uc r any deviation from this drawl n any failure to build the ;ing of trusses. A seal on this dgrawmg or cover pa e onsiblllty solely for the design shown. The suitability Job Number: 136DCS081 - 4EBB 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Truss Label: EJ3L Ply: 1 SEQN: 539407 / T32 / EJAC Qty: 4 FROM: JAH DRW: Wgt: 12.6 Ibs .. / ... 03/30/17 s A 4"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: 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 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. C 3' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.003 D HORZ(TL):-0.003 D Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.174 TPI Std: 2007 Max BC CSI: 0.071 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.00F.0504.20 Yiln{od cepmzor tidx dre4ment s}t; not censl�crza s%ef and�xraled 'av;d'thc3xA=i�tiutiicritir3tlon er`✓.I�.msst Loycrifr3 csi ar5/plaeirchit.�' ctlpre%� C'7 CD Lf) T T— T N ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 193 /.76 / 162 / - / 86 / 3.5 D 51 /6 /41 /- / /1.5 C 64 /52 /30 /- /- /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 -105 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 t Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporaryp BCSI., Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord Shall have a properly id ceilin Locations shown for permanent lateral restraint of we shall have bracingp ins �alled per BCSI sections B3, B7 or ti10, e. Aoplgv olates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. defer to a division of I Ft 1; or for In acceptance any structure failure to build the ig or cover pa e nrn. The sui ability omponents, ur e Job Number: 136DCS081 I Ply: 1 SEON: 539413 / T16 / JACK 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Oty: 4 FROM: AH DRW: Truss Label: BJ5 I Wgt: 16.8lbs .. / ... 03/30/17 C 12 6 o rn T f M 2X4(A1) B A TL ID 5' 1 rJ, 5' Loading Criteria (psf) Wind Criteria Snol Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: IIA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 1 §0 mph Pf: NA Ce: NA VERT LL : NA ( ) B 263 / 96 / 208 / - ! 129 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NI Cs: NA VERT(TL): NA D 90 / 13 / 70 / / / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL):-0.007 D - - C 119 / 93 / 62 /- /- ! 1,5 Des Ld: 37.00 EXP: C HORZ( TL) : 0.010 D 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: 4.0 psf BCDL: 5.0 psf P Bldg ode: FBC 2014 RES Max TC CSI: 0.309 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI St'd: 2007 Factors Max BC CSI: 0.182 C Min Brg Width Req = Bearing B a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 It Re p Used: Yes Max Web CSI: 0.000 r Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/R*0(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 27 0 B - C 53 120 Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Bot chord 2x4 SP #1 Chards Tens.Comp. Lumber value set "138" uses design values approved 1/30/2013 by ALSC B - D 0 0 Wind 041,I tff Member design based on both MWFRS and C&C. n'&4� ■ ,�" ,. ,_ Jft; 'WO(� 4f) 0] 5A 8 Ff: SB fi Bt}: BB 7F - 0U 99 2€ 85 FB: il)is item hasr�e nekUmnlestiy s{ e6avid .calud 0y rrlanLCrN7artlna. PE tR tr pd7cccccc1671A[i rhn•"te sf4StVnaf%C4o'k ns.a SHA'I autht*�tkaticn�nde_ - "WARNING" READ AND FOLLOW At "IMPORTANT" FURNISH THIS DRAWING TO ALL quire extreme care in fabricating, handling, shipping, ins t Safety Information, by TPI and SBCA) for saety practi BCSI.. Unless noted otherwise,ton chord shall have orc s 160A-L to a division of any as IS DRAWING! INCLUDING THE INSTALLERS 1. Refer to and follow the latest edition of BCSI (Building r ming these functions. Installers shall provide temporary `// mrey 'Ctural sheathing and bottom chord shall have a pro er"ly lave bracingg installed per BCSI sections B3, B7 or 10, am rrents, uc on the Join f Details, unless noted otherwise. Defer to Po r any deviation from this drawing any failure to build the :ing of trusses. A seal on this drawing or cover pa e onsibility solelyfor the design shown. The suigability Job Number: 136DCS081 Ply: 1 SEQN: 539412 / T17 / JACK -I 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: AH DRW: Truss Label: BJ3 Wgt: 12.6 Ibs .. / ... 03/30/17 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Lc 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 4"3 V i Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 It Loc, from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" 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: 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: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE C 3' 31 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): NA VERT(TL): NA HORZ(LL):-0.003 D HORZ(TL):-0.003 D Creep Factor: 1.5 Max TC CSL' 0.174 Max BC CSI: 0.072 Max Web CSI: 0.000 Mfg Specified Camber: ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 193 / 76 / 162 / - / 86 / 8.0 D 51 /6 /41 / / /1.5 C 64 /51 /30 /- /- /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. Bearing B requires a seat plate. VIEW Ver: 16.01.00F.0504.20 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 B- C 29 -105 -STATE, Or 01-104. SERK' : 4U 01.5A,38,FF:58 8 BO BB 7F 48 00 99 2E 85 FB Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 ,Pilritnd wplas of it" dccmmf we not canskva.d dgnad,and'i#ed and;thca�ra-3 autfientltaNdn agJg mast 6oserificd cc}aayzla imnk �:copfei "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlinqg shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and SBCA) for sa shipping, practices prior to performing these functions. Installers shall provide temporary / auey • BCSI., Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro er y ✓ id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, S7 or 910, am nenrs, uc )e._ Appgy plates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. Nefer to G Alpine, a division of 1TW 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 shippini, installation and bracing of trusses. A seal on this drawing or cover page , listing this drawing indicates acceptance of pro)essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS081 I Ply: 1 SEQN: 539410 / T18 / JACK 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: AH DRW: Truss Label: BJ1 I Wgt: 11.21bs .. / ... 03/30/17 4"3 n 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: 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 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "I 3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 12 2X4(A1) B Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: f�A Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): NA B 150 / 77 / 145 / / 42 / 8.0 Lu: NI . Cs: NA VERT(TL): NA D 11 / 10 / 18 / - / - / 1.5 Snow Duration: NA HORZ(LL): 0.000 D C -14 / 28 / 25 / - / - / 1.5 HORZ(TL): 0.000 D Wind reactions based on MWFRS Code Misc Criteria Creep Factor: 1.5 B Min Brg Width Req = 1.5 Bldg ode: FBC 2014 RES Max TC CSI:. 0.163 D Min Brg Width Req = - TPI St : 2007 Max BC CSI: 0.015 C Min Brg Width Req = - Rep F ctors Used: Yes Max Web CSI: 0 Bearing B is a rigid surface..000 Bearing B requires a seat plate. FT/RT 20(0)/10(0) Mfg Specified Camber: Plate ype(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 28 -19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 M M SERIAL'tt to 118 Ff 56 8f B0 BB 7F 48 00 99 2E 85 FB as Frden ckuronlraY?y signed and -ealed by ManuclyMartinac, ds71if7,l9gafi¢�a[eshawn a6aacxaapa SHA+i dsdcturnenEarc mt cunrldarad signed and scakd ienttcaYi�SrsYotlir nILL'St Lo Ne"tirEd cR an}' dledrarJc "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme care in fabricatingg handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building SWent Safety Information, bV TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary mrey er BCSI. Unless noted otherwise,top chard shall have properly at(ached structural sheathing and bottom chord �ha(( have a properly ngid ceiling. Locations shown far permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 810, cable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Wefer to omporrenrs, ��s 160A-Z for standard plate positions. a division of ITW Buildin Components Group Inc. shall not be resplonsible for any deviation from this drawn any failure to build the conformance with ANSI/�PI 1, or for handling shipping, installation and bracing of trusses. A seal on this dgrawmg or cover pa e this drawing indicates acceptance of prolessionag engineerin responsibility solely the design shown. The suitability e of this gPawing for any structure is the responsibility of the �uilding Designer per ANSforIlTPI 1 Sec.2. Job Number: 136DCS081 Ply: 1 SEQN: 539411 / T20 / JACK 4EBB 1828-Cali "D" LL OL/DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: JAH DRW: Truss Label: BJ1L Wgt: 11.2lbs .. / ... 03/30/17 n 4i'3 V Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 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 Bot chord 2x4 SP #1 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 12 6 F7- C 2X4(A1) B 0 1' a 1' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L14 Pt: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.000 D HORZ(TL): 0.000 D Code / Mise Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.163 TPI Std: 2007 Max BC CSI: 0.015 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.o0F.0504.20 91 SlrwRIAL fs.: -. 4D 015A 38;EF 56 $11Ba SB 7F 48 OU 99 2E 85FB:, Sfiii 14m it�F benff eMurnrtlt aflygped and onaice by ManuelMartina[. ?Et)L.`tk: pbTi921�an lhn EateSMwn;tUauu'wingaSHA•1 PilntcrE eepiet of funs deeumant%sfc mot candpcfzd adgmd and; zrsied andttcs!W«itigtTentuanon:ca�iren�t fin;�erlicd rr �aixyixle<tianic ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 150 / 76 / 145 / - / 42 13.5 D 11 /10 /18 /- / /1.5 C -14 /28 /25 /- /- /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 28 19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary / rz,rey bracing er BCSI., Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properly `J attachexrt id ceiling Locations shown for permanent lateral restraint of webs shall have bracinp insyalled per SCSI sections B3, B7 or 810, om oitanrs, n� as applicable. Apply plates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. l3efer to 1' 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 ANSIl� PI 1, or for handling shipping, instgllation and bracing of trusses. A seal on this drawing or cover page , listing this drawingp indicates acceptance of pro#essionaI 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. P--- iM--inn coo thi< inh-c nenerai —toc none and these weh cites- ALPINE: www.afnineitw.cnm: TPI: www.toinst.ora: SBCA: www.sbcindustry.com: ICC: www.imsafe.org Job Number: 136DCS081 I Ply: 1 SEQN: 539416 / T21 / HIP_ 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" L,L OL Qty: 2 FROM: AH DRW: Truss Label: CJ7 I Wgt: 42.0 Ibs .. / ... 03/30/17 6'3" 6'3" 12 4.24 p 2X4(A1) B T 43 A 1'5" Loading Criteria (psf) Wind Criteria Snov TCLL: 20.00 Wind Std: ASCE 7-10 Pg: N TCDL: 7.00 Speed: 160 mph Pf: N, BCLL: 0.00 Enclosure: Closed Lu: N BCDL: 10.00 Risk Category: II SnoH EXP: C Des Ld: 37.00 Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Code Soffit: 2.00 BCDL: 5.0 psf Bldg Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Ic Spacing: 24.0 " C&C Dist a: 3.00 ft Rep I Loc. from endwall: not in 4.50 ft FT/R' GCp!:0.18 Plate Wind Duration: 1.60 WAV Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Special Loads ------(Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 0 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. 9'10"1 37" D 03X4 C _v m ^ in iQ HB 3 2X4 GG =5X6FE 111 6'1"4 37" 6"1 6'1 "4 9'3"4 9.1 1 Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) A Ct: NA CAT: NA PP Deflection in loc Udeil U# Loc R / U / Rw / Rh / RL / W B 330 / 208 / - / - / - / 10.6 % Ce: NA VERT(LL): 0.015 G 999 240 A Cs: NA VERT(TL): 0.034 G 999 180 E 385 / 175 / / 0 / 0 / 1.5 Duration: NA HORZ(LL): 0.004 F - - D 29 /14 /- /- /- /1.5 HORZ(TL): 0.010 F Creep Factor: 1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Misc Criteria ode: FBC 2014 RES Max TC CSI: 0,241 E Min Brg Width Req = - t : 2007 Max BC CSI: 0.326 D Min Brg Width Req = - clots Used: Yes Max Web CSI: 0.256 Bearing B is a rigid surface.Bearing B requires a seat plate. 20(0)/10(0) Mfg Specified Camber: ype(s): Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. I A-B 14 -11 C-D 55 -72 B - C 330 - 650 47182 • � ear r «w rr, TAT OF "otj Ir got, .l. 01.54: 8; ff 58'BI BO 8B.7F 48 00 99 2E 85 FB temttose en cicrxwnlci1ty sJaned and scaledny btanyc1 Marnnor, ..'Uc:11471 2lon tfid'dabc shown abauotrim a 5HA.7 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B- G 604 - 290 F- E 0 G - F 591 - 288 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Coml G - C 286 - 47 C - F 345 - 70i PNntod copies of this dccurnent arc not considered agneo and -lad and thC57rA+& a�tt�nrAKatlon caQa must Lo cen(csf m any slcctranic cuPles: I J "WARNING" READ AND. FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTACTORS INCLUDING THE INSTALLERS s require extreme care in fabricatingg, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Went Safety Information, by TPI anc7 SBCA) for safety practices pritlr to performing these functions. Installers shall provide temporary aney per BCSI. Unless noted otherwise,top chord shall have properly attached s ructural sheathing and bottom chord shall have a pro erly J cl rlpid ceiling Locations shown for permanent lateral restraint of on shal� have bracing installed per BCSI sections B3, B7 or �10, aM onenrs, ur cable. Apply places to each face, of truss and position as shownbove and on the JomQDetails, unless noted otherwise. Igefer to P Is 160A-Z for standard plate positions. a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the conformance with ANSIl�PI 1, or for handling shipping, installation and bracing of trusses. A seal on this dirawing or cover pa e , this drawing indicates acceptance of prolessioin engineerjnq responsibility solely for the design shown. The suitability ;e of this thawing for any structure is p e responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS081 Ply: 1 SEQN: 539424 / T25 / HIP_ 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 2 FROM: JAH DRW: Truss Label: CJ3L Wgt: 16.8 Ibs / ... 03/30/17 C 12 4.24 T to T y - 2X4(A1) B N r s A D 1'5" 412113 �-- 412113 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: ' 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 84 / 45 / - / - / - / 3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA C 64 / 48 / / / / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 D D 28 /- / 7 /- /- 11.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.002 D - - Wind reactions based on MWFRS Mean Height: 15.00 ft B Min Br Width Re 1.5 NCBCLL: 10.00 TCDL: 4.2 psf Code I Misc Criteria Creep Factor: 1.5 9 q = BldgCode: FBC 2014 RES Max TC CSI: 0.091 C Min Brg Width Req = - Soffit: 2.00 BCDL:5.0 psf P D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.052 Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: No Max Web CSI: 0.000 Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 16.01.00F.0504.20 Lumber A- B 9 - 6 B- C 21 -16 Value Set: 13B (Effective 6/1/2013) Maximum Bot Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Bot chord 2x4 SP #1 Lumber value set " 13B" uses design values B - D 0 0 approved 1/30/2013 by ALSC Hipjack supports 2-11-8 setback jacks with no webs. MAI Wind Wind loads and reactions based on MWFRS. AW 40:015A 38 FF,5 84 80 BB 7F 48 00 99 2E 85 FB: rhlsJtem axCaenetecironlnllrsd�nedsndsealadieyWnucfMattlnat;. Pi K, UC:0 72H aathdail0 sflownibcluo9anga SHA*i ��auEticritkatldn coda.. PrinC4d ccples of U3c dtcurnanl ue not censlcerad sPgnad and smlad ''and'tFe'sw4*iSuti�anttafiuri;so�ern�stLo Ncrtl,rJrxiarvjele<tic�c :ccp(ai:: "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safPety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI., Unless noted otherwise,top chord shall have properly attached structur I sheathin and bottom chord ghall have a pro erly `/ attached rigid ceillnq. Locations shown for permanent lateral restraint of we shall have racingg insyalled per BCSI sections B3, B7 or �10, om nents.uc as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Defer to P 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 drawin any failure to build the truss in conformance with ANSI/ PI 1, or for handling shlppinq, installation and bracing of trusses. A seal on this dgrawing or cover page , listing this drawing, indicates acceptance of protessiona engmeerinq responsibility solely for the design shown. The sui ability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this'ab's general notes paoe and these web sites: ALPINE: www.al ineitw.com• TPI: www.l inst.or • SBCA: www.sbcindust .com: ICC: www.iccsafe.or J Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Orr 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed,w15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orr, 120 moh Wind Sneed. 15' Mean Heloht. Partially Enclosed, Exoosure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species I Grade No Braces (1) lx4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace MY (1) 2x6 'L' Brace IN (2) 2x6 'L' Brace ■ Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B � #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' U S P F #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' O HF Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' #1 4' 0' 1 6' 8' 6' 11' 1 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12, 9' 14' 0' 14' 0' -� S P #2 3' 10' 6' 7' 6' 10' 7' 9' 8' V- 9' 3' 1 9' 7' 12' 2' 1 12' 8' 14' 0' 14' 0' r #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, I1' I1' 8' 14' 0'aj Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' 11' 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' S' 4' 8' 11' 9' 8' 10' 4' 13' V 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' V 7' 9' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' C' lJ u r Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10' 10' 13' 9' 14' 0' 14' 0' 14' 0' 0.) O rl r Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' 5' 10, 10, 12' 8 13' 7' 14' 0' 14' 0' # 1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10' 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' S P 02 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' ill 0' 13' 11' 14' 0' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14, 0' r D r L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10' 11' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10, 10, 11' 10, 12' 7' 14' 0' 14' 0' 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 f #3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' U r Stud 4' 7' 6' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' O H r Stnndnrd 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' X #1, 5' 1' 8' 5' 8' B' 9' 11' 10' 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' d S P #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' q3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' c-I D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' V 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 1 6' 11' 1 8' 8' 1 9' 3' 1 11' 6' 12, 0' 13' 7' 14' 0' 14' 0' 1 14' 0' able Truss ➢iagonal brace option-vertical T length may be doobCe wen diagonal f 18'brace Is used. Connectdiagonal brace for 600#at each end, Max web IBrace total length Is 14'. 31(31E 2x6 DF-L #2 or ' better dlagonal Vertical length shown brace) single 18' In table above. I or double cut L 1 45' (as shown) at upper end. g Continuous Bearing Connect din anal at I I \IU'I` i` tly fj�� nS midpoint of vertical web. �1,� Refer to chart above for aVARNING" READ AND FnLLOIN V ALL NDTES THIS DRAWBIGI 1� xaIHPaRTANT� FLFIIISH TM DRAWING TD ALL CGNTRACMRS I LUBING THE MTALLERS. Q� �GENSn Trusses require extreme care In fabricating, handling, -shipping, Installing and bracing. Refer -to and �``� Follow the latest eeltion of SCSI (Bulding Component Safety Information, by TPI and SBCA) for'..safety '- practices prior to perfaming these functions. Installers shall provide temporary bracing per -SCSI. Unless noted otherwise, top chord hall have properly attached structurol sheathing and bottom chord w shall have a properly attached rIgId celling. Locations shown for permanent lateral restraint of webs _ shall have bracing Installed per HCSl sections lf3, H7 or BID, as Applicable. Apply plates to each face _ f truss and position as shorn above and on t6c Joint Details, unless noted therwise. .� T }\p. Refer to tlrawbigs 160A-Z for standard plate positions. 41r- P Alpine, division of ITV Building components Group Inc, shall of be responsible for any deviation from AN DINCOMR this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, installation 6 bracing of trusses. A seal on this drawing p cover page listing this drawing, Indicates acceptance of professional Four any structure Isli �Meso(el sb� y of theme BuRraig Designer persham The yand use of this ANSI/TPI 1 SecP_ ��g 13389 Lakefront Drive Earth City, MO 63045 For more Information see this Job's general notes inu and these web Jccsa FAO.+hn�.,a,,q(rptltt\\ ALPINE. rv.aiolnvltr.com TPL rrr.tpinstArgl SHCA, rrr.cbdnduttry.orpF ICCr rwr.lccsafv.org Bracing Group Species and Grades, Group A: S ruce-Pine-Fir Hen -Fir, #I / #2 Stnndnrd #2 Stud i6 Stud #3 Standard Dou las Fir -Larch Southern Pinewxx #3 H3 Stud Stud Standard Standard Group Bi Hem -Fir al 1, Btr a1 Do u I Fir -Larch Southern Plnewww #I #I a2 a2 Ix4 Braces shall be SRB (Stress -Rated Board). wrFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B lues na be vaused with these grEqtE. Gable Truss Detail Notes: Wind Load deflection criterion Is L/240, Provide uplift connections for 75 plf 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 lod (0.128'x3.0' min) nails, A For (1) 'L' brace, space malls -4 0' -In-18'-en zones and 4' o.c. between zones. )10KFor (2) 'L' braces, space nails at 3' o.c. In IS' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 80% of web member length. 11 Gable Vertical Plate Sizes Vertical Length I No Splice Less than 4. 0' 1 2X3 Greater than 4' 0', but 3X4 less than 11' 6' Greater than 11' 6' 4X4 + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conciltions not addressed by this detall. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 AX, 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, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orr 120 mph Wind SDeed. 30' Mean Heicht. Partially Enclosed. Exposure D. Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Specles Grade No Braces (1) lx4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace xx (1) 2x6 'L' Brace x (2) 2x6 'L' Brace x Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B n r #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 6' 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' 8' 9' L' ill 3' it, 11' 13' 7' 14' 0' Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' ill 11' 13' 7' 14' 0' O HF Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' ill 9' 8' 10' 4' 13, 1' 14' 0' n% #1 3' 10' 1 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' 12' 2' 13' 11' 14' 0' _J S P #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' (U I D rr L Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10, 13' 8' 14' 0' d 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 / 02 4' 2' T 2' 7' 5' 8' 5' e' 9' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' +> _ S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' it, 10' 4' 13' 1' 1 13' 7' 14' 0' 14' 0' U u r Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' I I r Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10, 12' 8' 14' 0' 14' 0' \ O fit 4' 5' 7' 3' 7' 6' 8' 7' 8' 11' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' / S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' to, 1' 10, 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' V 5' 11' 6' 4' 7' 1t, 8' 5' 10, 0' 10' 5' 12' 5' 13, 3' 14' 0' 14' 0' D F L Stud 4' 1' 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' 10' 2' 11' 0' 11' 9' 14' 0' 14' 0' __Q #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d S P F #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 111 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' 1D U u F Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' I1' 5' 14' 0' 14' 0' 14' 0' 14' 0' O I� Standard 4' 5' 6' 6' 6' 11' 1 8' 8' 9' 3' 10, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X #1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' Il' 8' 14' 0' 14' 0' 14' 0' 14' 0' d S 42 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' ill 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Cd #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' ill 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' rl D F L Stud 4' 6' 6' to, 7' 3' 9' 1' 9' 7' 11' 0' Il' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' V 6' 5' 8' 1' 8' 7' 10, 11' 1 11' 5' 1 12' 8' 13' 7' 14' 0' 14' 0' Diagonal brace option, vertical length may be doubled when diagonal brace Is used. Connect diagonal brace for 690# at each end. Max web tots) length Is 14'. Vertical length shown In table above. Connect dingonatat an t midpoint of vertical web. LUPINE AN fTYVCOMPANY w 13389 Lakefront Drive Earth City, MO 63046 2x6 DF-L #2 or better dingonnl brace, single or double cut (as shown) at upper end. .%ymm About T 18' � race L r 18' X 1 L 1 Refer to chart above for max 'galBlle11I11r (Nay leng xxVARNING%- READ AND FDLLDV ALL NOTES W THIS DRAWING! xD/P➢RTANTxw FURNISH THIS DRAWING TO ALL C13NTRACTMS INCLUDING THE INSTALLERS. ��\\ . \ �! '7j� ` V usses require extreme care In fabricating, handling, hipping, Installing And bracing. Refer to and Tr(B )low the lotest edition of BCSI ullding Component Safety Information, by TPI and SBCA) for safety `��t�` ��u` EI'\�Si� �F�; actices prior to performing these functions. Installers shall provide temporary bracing per BCSL Less noted otherwise, top chord shall have properly attached structural sheathing and bottom chord No all have a properly attached rIgId ceiling. Locatlons shown for permanent lateral restraint of webs all have bradng Installed per SCSI sections B3. B7 or BID, as applicable. Apply plates to each face truss and position as shoes above and an the Joint Details, unless noted otherwise. fer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITV Building Components Group Inc, shall not be responsible for any deviation from Is drawing, any falture to btd the truss In conformance with ANSI/TPI 1, or for handling, shipping, ATE OF ' :tallation 6 bracing f trusses. A seal on tfls drawing or .aver page llstlng this drawing, Indicates acceptance of professional responslbMty solely for the design shown The suitability and use of this drawing art I� (� p -�_,.`�' RI ' glmeering r any structure Is the responsibility of the Building Designer per ANSI/TPI I Seca � For more Information see this Job's general notes page and these web sites ALPINE, www.alptnelt—on) TPII wew.tpinst.oral SBCAI www.sbcindustrv.ora) ICC, w-1-safe.oro 7i u• Iq A1r��i\t Bracing Group Species and Grades) Group AI S ruce-Pine-Fir Hem -Fir #I / #2 jStandard #2 Stud #3 Stud 1 1 #3 IStandard Douglas Flr-Larch Southern Pinexxx #3 #3 Stud Stud Standard Standard Group BI Hem -Fir #1 6 Btr #1 Dou Ins Flr-Larch Southern Plnexx■ #I 1 #1 #2 1 1 #2 Ix4 Braces shall be SRB (Stress -Rated Board), xxFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values maybe used with these ,odes. Goble Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing (5 psF TC Dead Load). Gable end supports Load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nails. )K For (1) 'L' bracer space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. )K)KFor (2) 'L' braces, space nails at 3' o.c. In IS' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 807 of web member length. 11 Gable Vertical Plate Sizes Vertical Len tin No S lice Less than 4' 02X4 Greater than 4' 0', but I 4X4 less than 12' 0' + Refer to common truss design for peak, splice, and heel plates. Refer to the Bullding Designer for conditions not addressed by this detail. MAX. TOT, LD. 60 PSF MAX, SPACING 24,0' REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 A Gable Detail For Let -in Verticals Gable Truss Plate Sizes ppropriate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of lapped plates to span the web. 2X4 2X4 4 2X8 rrovide connections for uplift specified an the engineered truss design, Attach each 'T' reinforcing member with End Driven Nails, loci Common (0,148'x 3',min) Nails at 4' o.c. plus (4) nails In the top and bottom chords. Rigid Sheathing Toenalled Nallsi 10d Common <0,148'x3',min) Toenails at 4' o.c. plus 4 Nall (4) toenails In the top and bottom chords, ,T, This detail to be used with the appropriate Alpine gable detail for ASCE Reinforcing wind load, Member ASCE 7-05 Gable Det rowing A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, Nails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Gable Truss Spaced At ASCE 7-10 Gable Detall Drawings 4' o.c. A11515ENC101014, A12015ENC101014, A14015ENCI01014, M6015ENC101014, A18015ENC101014A20015ENC101014, A20015END101014, A20015PED101014, AI1530ENC101014: A12030ENC101014, A14030ENC101014, A16030ENC103014, A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPEDIDIC14 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. Ceiling 'T' Reinforcement Attachment Detall 'T' Reinforcing 'T' Reinforcing Member Member Toe -nail - Or - End-nall To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detall). 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. ✓e{3 Length Increase w/ 'T' Brace 'T' Relnf. 'T' Mbr. Size Increase 2x4 0 %- 2x6 20 % Example ASCE 7-10 Wind Speed = 120 mph Mean ROOF Height = 30 Ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP p3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1.30 x 8' 7' = 11' 2' -IMPORTANT.. VFURRNNI�I�TIE D VVIING T L FOLLDV �(TTRRAACTORS INCLUDINGTDTHTHE INSTALLERS. �tk[Sr1A L1 hREF LET -IN VERT Trusses require extreme care In fabricating, handling, shipping, InstallIng and bracing. Refer to and fallow She latest etlltlon of BCSI CBuRding Conpanent Safety Information, by 11 and SBCA) for safety 'J V / DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per SCSL 'll Unless noted otherwise, top chord shall have properly attached structural sheathing and bottom chord `� � DRWG GBLLETIN1014 shall have a properly attachetl rigid sections Locations shorn far permanent lateral restrolnt of webs s� - sholl have bracing Installed per SCSI sections the J Details, s unlessappticabte.no Apply plates to each Face = {�JGT, d of truss and position as shorn above and on the Joint Oeta0.s, unless noted otherwise. s Refer to drawings 160A-Z for standard plate positions. Alpine, division of ITV Building Components Group Inc shall not be responsible for any deviation from E - AN ITW COMPANY thus drawing, any Failure to bJld the truss In conformance with ANSI/TPI 1, or for hamdOng, shipping, - ST TE OF MAX, TOT. LD. 60 PSF Installation 6 bracing of trusses. A seal on tints drawing or cover page Usthg this drawing, bwocates acceptance of professional engineering responsibility solely for the design shom, The sultablity and use of this drawing ''� �UR, FAC, ANY 13389 Lakelronl Drive for any structure Is the responsibility of the Building Designer per ANSI/TPl 1 SecE Q o �,� �^.rV Earth Cityefron' ve For note Information see this Job's general notes page and these web sltesr '/i, ��(` �;}��\ MAX, SPACING 24,�' ALPIND rrr.olpineltr.conl LPir rrrtpinct.orgl SBCAi wrr.cbclndustry.orgl ICO rrrJcccafe.org /, `�vi a0'b2 9NI6'ddS \`\ \\ �,,;1 : • rIJJ (l{y r/ .�., "s, U /� \fit d /. n F V 7?•i d J~ � , dU d1V'.,t _ -e i y4 -_ �r�,. `V' _ '+A ��✓�4�J r �1 \ tr�� qa �� ` IIf :1`j J �� %, t�MIAI �� `•� uuo•a,{as»!•aaa pat tedax�;snpu �gsv..a y39S 10--saki}•aaa ildu luoa•a;!aupa!J •as,a :3Nld7tl isa;!s qaa say; pua aeod sa}ou I..,auae s,q r sr4 aas apawolu! ou —.4 2aaS i IdVISNtl .+ad uauOlsaQ Bypane a4} !o Am 44!=odsad ayi A aaq�js Fuo pop Bu!•a.,p sM} !o — pua Filsaauns yl ways uBlsap ay} ,o! 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Ago,4 jo nail u! pa}}!w Aad aq 11ogs 'pau!nbau so ua6uol 4o '9xZ al6u!s o wou j suagwaw uoln6uop:} p!los so }no aq o} g6noua :�uogs SAapoA •umogs so I.no pago}!d uo aionbs aq Cow p,aogo wo}4.og 00'1 = q Z){ 'dsd S=IQ 61 pu!M '(I dx3 '6u!pl!ng pasopu3 'a.g6jaH uoaW ,06 •qdw OVI OT-L 36SH u❑ DOI = �,ZN 'dsd S=IQ 61 pulM '6 'dx3 '6ulplInE pasolou3 'Ig6!aH VON ,06 'qdw 09T OT-L 33Sd .Aod paliou-am, S11,ou (aS'E x aSET'0) xoq p9T (2) Ig3,lm ssnua. 6u!q.uoddns A Aana oI. Aalpon gooa goo44y )K)K '.Aa}}ag .Fo z# I-dQ 'Z#/T# ddS 'E# dS bxZ sgaM '.Aa}4-aq uo z#/T# ddS uo NZ# dS ibxa p.Aog3 }og 'ua44ag uo a# I-dQ 'Z#/T# ddS 'NZ# dS bxZ puog6 dot 00'T=a-z>i 13 'dx3 'pasopu3 ': q&aH U'OaH /06 `tidal 09T :OT-L 33Sd - 11n:-aCl A811-0A 1 .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= 5P0 psf (min), Kzt=1,0. Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purllns. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purllns, and lateral bracing For out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. xx Refer to Enoineer's sealed truss desion drawino for oloovback and base truss soecifications. Detail A I Purlin Spacing = 24' o,c, or less 12 Up to 12 1 11 4' O.C. max Top Chord Scab (Typical Each End) Flat top chord purlins required at both ends and at 24' max o,c, spacing in between. Detail B , Purlin Spacing > 24' o,c, Piggyback cap truss slant nailed to all top chord purlln bracing with (2) 16d box nails (0,135'x3,5') and secure top chord with 2x4 #3 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 purlln bracing to the flat top chord using a minimum of (2) 16d box nails (0.135'x3.5'). Up to 12 V I I 4' \\ I I \\ / I I I I Purlin Spacing > l/ 24' o.c. max LTop Chord Scnb (Typical Each End) Chord Flat top chord purlins required at Depth both ends, purlln spacing > 24' o.c, Note, If purlins or sheathing are not specified on the flat top of the base truss, purllns must be Installed at 24' o,c. max. and use Detail A. a)lylt'Pfillilll oVARNINGta READ AND FULLOV ALL NOTES W THIS DRAVINGI \\ `` /1 4 wwINPORTANTxr FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDDNG THE INSTALLERS. '1 Trusses require extreme core 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 ��\ SCE1�/ practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. S Unlessnoted otherwise, top chord shall hove properly attached structural sheathing and bottom chord N shall have a properly attached rigid ceiling. Locations shorn for permanent lateral restralnt f webs �LJ I� shag have bracing ".1 Installed .s per SCSI sections andon the J or RIODetails, ar unless Apply plates to each face Q IIILLLIIII��] I Ill�r`n of truss and sition a shorn above and on tha Joint Oeta0.s, unless noted otherwise. Refer to drorings 16OA-Z for standard plate positions. Alpine, a division of ITV Building Components Group Inc. shall not be responsible for y deviation from 'Q AN fTW COMPANY this drawing, any Failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, �f) ATE OF Installation 6 bracing of trusses, A seal on this drawing or cover page listing this drawing, Indlcates acceptance of professlonal engineering respcn,sibillity solely for the design shorn. The suitability and use of this drawing for any structure Is the responsibility of the Building Designer per ANSI/TPI 1 SecZ13389 EaAh City. MO 633046 ALPINE valolneltwkefront Drive For more N.comoTPlewrtiolns�t.o b'sp, eSBCA�wrowshdtes aductrO ra eICCse wwnkceb sa�Faarp d I r Erflli,_ ,�\\\ Piggyback cap truss slant nailed to all top chord purlln bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 03 grade scab (I side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. Attach purlln bracing to the flat top chord using (2) 16d box nails (0.135'x3.5'). The top chord #3 grade 2x4 scab may be replaced with either of the Followingi (1) 3X8 Trulox plate attached with (8) 0,120'xl.375' nails, (4) Into cap TC & (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the plggyback truss TC and attached to the base truss TC with (4) 0,120'x1,375' nails. Note, Nailing thru holes of wave plate Is acceptable. x In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 0.120'xl,375' nails Into cap bottom chord and (4) In base truss top chord, Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B_fK8-t7J16-<min)-APA-rated-sheath ng gust segts — (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 plggyback plate to each face @ 8' o,c. Attach teeth to plggyback at time of fabrication. Attach to supporting truss with (4) 0.120'xi.375' nails per face per ply. Piggyback plates may be staggered 4' o.c. front to back faces, ING 24,0' REF PIGGYBACK DATE 10/01/14 DRWG P13160101014 M 2: X Hip frame stops at plumb cut of jacks to maintain pitch continuity. Hip .frame lumber is SPF, So, or DFL Standard, Stud grade, Hip Frame Details See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required. R' Hip frame chords may be trimmed up to 2' to fit, purlins must be intact and properly attached. Hip Frame Pitched and Sheathed Chord Area Hip Framew B Bottom Chord Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0,131'x3.5' nails Bottom chord of hip frame to be attached to #1 hip with 0,131'x3,5' nails @ 6' o,c, maximum spacing. �— Setback — Stepped Hip System Trusses Use this detail for; ASCE 7-10, 180 mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame - provided by truss manufacturer. ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 1.40 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated, Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So. Pine lumber, Residential, Wind TC DL=4,2 psf, Kzt=1,00 Structura panels must be properly attached directly To hl �11 gitalins, wwVARNINGP- READ AND FOLLOW ALL NOTES IN THIS DRAVINGI wwINPO1TANTo FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and e, G�N /,�. (� ` �\ SF REF HIP FRAME fall.. the [.test edition of SCSI (Bultding Component Safety Informatton, by TPI and SBCA) for safety practices prior to performing these functions. Installers shalt provide temporary bracing per SCSI. Unless noted otherwise, top chord shall have properly att.ched structural sheathing and bottom chord _ NO 1_ DATE 10�01�14 DRWG HIPFRIB01014 shall have a properly attached Held celle,g. Locations shorn far permanent lot ... I restraint of _ Q FI ^� IILII�IIILLLIIIrI-----I��I IE J or Beta as applicable. no Apply plates to each faca_ shall have and sections the r-1 Installed per above of truss nd ppaslSlon as shorn above and on the Joint DetnAs, unless noted otherwise. E OF Refer to drawings 16OA-Z for standard plot, positions. AN ITW COMPANY Alplme, a dlvlslon of ITV Building Components Group Inc shall not be esponsible for any deviation from this drawing. any fature to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, 6 installation bracing 9 Q of trusses. A seal on this drawing or cover page Usting thl. drawing, hdil-tes acceptance of profesrJonal engineering—p-11*11lty olely for the design shorn. The sultablilty and use of this drawig 13369 Lakelronl Drive for any structure Is thesresponsmDlty of the Building Deslgner per ANSI/TPS I Sect U/yfl l Earth City. MO 63045 For more information see this Job's general notes page and these web sites, ALPIND w—tpinelte.coml TPI, www.tpinst.orgi SBCA, www.sbclndustry.orgt ICD rrwiccsafe.org ASf1/011111y111e1111111` CLR Reinforcing Member Substitution T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf. Is specified on a truss design but an alternative web L-Reinforcement: or reinforcement method is desired, L-Reinf. Apply to either side of web narrow face. Attach with i10dnf (0 .0',min) nails at 6' o.c. Reinforcinging member Is Notes: a minimum 80% of web member length. A 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 I row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 I row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4010 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2xiSOO T-reinforcement, L-re inforce ment—or-scab-re InforcL-mi -ITE species -anti gra e or better than web member unless specified otherwise on Engineer's sealed design. M Center scab on wide face of web. Apply (1) scab to each face of web. Scab Reinforcement: Apply scab(s) to wide face of web, No more than (1) scab per face. Attach with 10d (0.128'x3,0',min) nalls at 6' o.c, Reinforcing member Is a minimum 807 of web member length, U11 Scab Reinf. VMWTLOW m�VII1°�•``��EL I. TC LL PSF REF CLR Subst.-IMPORTANTuFLARNlSN THIS DPAnREAD vG O ALL NTTM THIS THE IMSTa1FRs Trusses quire trene are In fabricating, handpng, shipping, Instalpng and bracbg• Refer to and follow the latest edition of BCS[ CBulltlinp Component Safety Information, by TPI and SBCA) far safety ` Q` TC DL PST DATE 10/01/14 practices Prior to performing these funcLons. Installers shall provltle temporary hratlng per BCSI. Untess noted otherwise, top chord shop have properly attached structural sheathing and bottom chord �` C DL PSF DRWG BRCLBSUB1014 shall have a properly attached rigid celling. Locations shorn for permanent lateral restraint of webs f� chnll have bracing Installed per SCSI sections H3, 87 or 810, as oppllcably. Apply places to each face — A d O Ill�r`. i truss and position n shown above and nn the Joint petals, unless noted otherwise. 7S �C LL PSF Refer to drawings 160A-Z for standard plate positions. _ Alpine, division of ITV Building Components Group Inc. shall t be ponslble for yy devlatlon from =❑T, LD. PSF AN 17 WCOMPANY this drawing, any impure to build the truss In conformance with ANSI/TP[ 1, or for hontlling, shlpp6g, .� A•fr OF Installatlon t bracing of trusses. .n f' A seal �an this drawing cover page listing this drawing, Fidcotes acceptance of professional !�'v `j !1, englneeWg responsmi0ty solely for the design shorn. The sultaallty and use of this d—Irig d G, '`•� �y'Fi� (L` : DUR, FAC, For any structure Is the resportlit slby of the BulClnp Designer per ANSI/TPI 1 SecZ G FO fT W EarBh Cly eM0630045 age and thse web ALPINE rolpinvttr.contaTPI err tptnst.orgj eSBCA- wor.sbclntl stry.org)elCO rrrlccsofe.org le�j,1 49wk SPACING /ffff/llllllllllllllll Cracked or Broken Member Repair Detail Load -Duration = 0% - This drawing specifies repairs for a truss with broken chord Member forces may be increased for Duration of Load or web member. . This design Is valid only for single ply trusses with 2x4 or 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, Nall Into 2x4 members using two (2) rows at 4' o,c., rows staggered, Nail Into 2x6 members using three (3) rows at 4' o,c„ rows staggered. Nall using 10d box or gun nails (0,128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices, This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie -In loads. s L L 4' o,c, Typical F— + O + o + o + O o + o + 0 + o + --1 2' [— Stagger + = Back Face 10d Box (0.128' x 3', min) Nails; O = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Staggered Nail Spacing Detail Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web ❑nly 2x4. 18' 975# 1055# 1295# 1415# Web or Chord 2x4 24 975# 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' 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# .4295# 4745# Web or Chord 2x4 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 1 5280# 1 6095# 16660# HIM=L Distance RVARNINGW. READ AND FOLLOW ALL NOTES O1 THIS DRAVINGI �' \'v •--- ��f �`✓,. REF MEMBER REPAIR' ..DWORTANT.. FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS, g, PP B. B tig, Refer to and Trusses Ire extreme care In fabricating, handling shipping, installing and broc ` .+ (� +y require g• folio. the latest edltlon of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these Functions. Installers shall provide temporary brotlng per HCSI. Unless noted otherwise, top chord shall have properly attached structural sheatlln, and bottom chor shalt have a property attached rigid [elling. Locations shown For permanent lateral restraint of webs > Na DATE 10/01/14 DRWG REPCHRD1014 f� F71� Q III O Illlllllllllll`\\\\VVVVVvl till lll�r`, Lip chall hove bracing Installed per BCSI sections B3, H7 or HID, s appllcoble. Apply plates to each face f truss and position a shown above and on the Joint Details, unless noted otherwise. Yi �� III Refer to drawings 160A-Z for standard plate positions. OC � 1 F AN rrw COMPANY Alpine, divlslon of ITV Building Components Group Inc shall not be responsible for y deviation from this dro.ing, ny falure to build the truss In conformance with ANSI/TPI 1, or for hondUng, shipping, ( a �� p Installatlon 6 brad u oP trusses. A seal m this dr wing cover Page llsthg this drawing, Indicates acceptance of Professional fog the design shorn The suitability and use of this drawing \ O R i engineering responsibRity solely Fr any structure Is the responsibility of the Building Deslgner per ANSI/TPI 1 Sec,a f'4 ss/U�iAI. �\ 13369 Lakefront Drive oTPI see generalnotes these sites, . ,Illllll/J\\\t Earth City, M063045 www.tthis ALPINE-w.w.aipineltw.con r more pinct.orgj www.sbcMtlustry.org)IM w..J caafe.org SPACING 24,0° MAX STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' OC MAX, LENGTH TO TRIM FILLER EXISTING FILLER GENERAL NOTES, - 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 ❑PTION. - 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 (❑R FLAT BOTTOM CHORD SECTIONS OF A TRUSS). xLATERAL BRACING IS NORMALLY R C-HOR-D-OF-THE—OIZIGIN-AL—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 C❑NFIGURATION FOR 24' O.C. MAX. SPACING AND 1OPSF MAX, CEILING LOAD., WITH THE EXCEPTIONS Alnrl-n ❑N THIS SHEET T USE.THIS DETAIL FOR, 1CTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS), :RI❑R BEARINGS AT ANY LOCATION ON THE TRUSS. DS IN EXCESS OF 1OPSF CONNECTED TO THE FALSE FRAME. 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES. BER GRADES LESS THAN SPECIFIED ON THIS DETAIL. TICALS SPACED APART MORE THAN PANEL POINTS CIF>4'-0'), 3E FRAMES ON CANTILEVER SECTI❑NS OF A TRUSS, NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATI❑N DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITI❑NS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFTCATTON. SHOP APPLIED - - USE AN ALPINE.WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL C❑NNECTION, 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 LOCATI❑N, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (J❑INT SPLICE), FIELD APPLIED - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS, - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD _F_RAME-CHUR-D, FU-BE-PL-ACE-D AT E-A-CHT-END IN ADDITION TO ABOVE RED. - JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) lOd�BOX (0,128'x3'-) NAILS AT EACH END OF EACH VERTICAL. (12' MIN, VERTICAL BLE - MAY USE A 12' LONG 7/16' PLYWOOD (❑R ❑SB) 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' L❑NG MIN, BLOCK SCAB, CENTERED ON THE SPLICE J❑INT, ATTACHED WITH (6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY), —WARNING"'READ AND FOLLOV ALL NOTES ON THIS BRAVING! ww➢IPrmrANr.. FURNISH ras nRavlHc m ALL CONTRACTORS ulcLu➢wG THE D1srALLERs. lYl '� ' ,.��i T/ '%'+. REF BC FILLER DATE 10/01/14 r �� f� (l� a o 'uj�\v'I Twsees require extreme care In fmia iating, hondling, shipping, Installing antl bracing. Refer to and fplldr the latest ecfi lom of BCSI 11111ng Component Safety Information, by TPI and SBCA1 for safety practices prior to performing these functions. Installers shall provide temporary bratlng per BCSL unless noted otherwise, tap chard shall have properly attached stwcturnl sheathing and bottom shard shall have a properly attached vigil cellmB. Locations shorn for permanent lateral restraint of webs s applicable. Apply plates to each face shall have and Installed per BCSI sections the J or DDID,etails, position 1 as sham above and n the Joint Deta�s, unless noted otherw se. of truss and drawings Refer to drorinps 160A-2 forstandard plate positions. Q� �GENS �``� N .± ) C DRWG REPBCFIL1014 AN fTW COMPANY Earth ity,M Lakefront Drive Earth City, M061045 Alpine, rgvislon of ITV BuUtling Components Group Inc shall not be responsible for any deviation fro this droving, any fa➢urw to bWld the truss In conformance with ANSI/TPI 1, or for handling, Shipp ng, Installation 6 bracing of trusses. A seal on this drarkp or cover page listing this drawing, hdicates acceptance of professlonal nglneer4g respansbWty sdely for the design shorn The suitability and use of this droving for my stwctwe Is the responsibility of the Bu➢d4q Decignar per ANSI/TPI 1 Ser2 For more Information see this Job's general notes page and these web sites ALPINE. wvv.alpineltr.cand TPD rweAph.t.—gi SBCA, www.sbcindustry.orgi ICO vwrJccsofe.org S Ai E QP A L j AN f�'A '%¢3,,�'yA-0 IV? 9NI3HdS ,%"•- .• I�� ow•eios»ryu aJl fBio'.tilsnP�l�9s•aaa �VJHS IB.,O•Ssuitl;•aaa iIdl lut-valauldlt'.aa i3Nldltl 0 ! +yyygyi sa}Is qaa asay} Put aetd sa}ou IauauaB s,gof sNl aas uopvuioiul auou wi 'naS t Idl/ISNv uad j..?%ea ONPn� a4a Jo AMrpwds ay} sl our —An A- .ioi �\\ '4 u i Bu.tip srya J. esn Put Raln9oa s a41 _4 twp ay} wi •flaps kp"suodsau By. as gDua ,� (� Q��'+ louolssaioutl io awuvatlaaov sa*a g ul l5gn •+p sM &0sll a0od -ADD b Bul•tip sw w Ives V •sassnul io Bupoiq 1 uogvll -4 y 'Bulddl45 •OUHPuny iai uo '1 Idl/ISNV 4}la asuawpiuoo ul ssnil ay} PIIn9 0} 30 vi /ut Bulm-P s14} �� cs/ = uoii ugavinap Ruo uoi alglsuodsai aq you 11t4s • 1 cl o !) sluawduoo Bul^llne All J. uolsinm v 'auldltl '/3 7 u m—d .;,Id p-puv}s ioi Z-V091 sBulavup o} iaiaa asl•iay;o pa;ou ssalun •snoaaa aulof ay; uo put anagt u 4s so uolNsod put ssnil io S( •/, - aov! ypva of saitld Rlddtl 'al9tolWdo so OtH io LH PER su lases ISJH iad palloisul Bupv.+9 ant4 llv4s Y — sqa• J. aulvilsai Ioialtl }uauvuiad ioi uxoys suglvool •Byna. p101i pa400a;n Ali.d.,d v envy lltys ON — P-4o oaaoq Puu Bul4ava4s lo.m;o ;.s pa4ov;;v Apadoud anv4 llv4s pia4, do} •aslaaa� ,o pa;ou ssaluN ^ 3 ` 'ISJH iad aup,,,q /uvioduaa aplaoud 11 4s siallvlsul •suallmuni asa4a Burvuoiiad oa uqud --i .. d �i�� J% ^� .� ` R1aios ioi roJfls put Idl Fq'uollwjoiul /3aioS 1uauoduoJ BulpinH) ISJH io wr4lpa Isa}ol a, aolloi �i SN� J put o} iaiaa Hupviq Pw Bualo;sul 'etgddl45 BullPuvy '6upvoligoi ul aioo auaiaxa a.,lnbai sassn l '., ^a �•°` Sa3lltllSNl mil W[[nMMI SH=V? 1Nt1J TIV Ol 9N1AVaa SNI MURM -.LWI 0dla.. /w�\- mmAVaa s1N1 No smaN TIV AOTw aw avis ..mwNwA- ani�49uowayel 6HCEl . 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