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Home My WebLink AboutEngineeringRANEY COMPONENTS " I citiev 19900 Independence Blvd. Groveland, FI 34736 _y0'7rpo,l2entS, U.C. Phone: (352)429-9429 Fax: (352)429-7429 Job Information: ---- _)Cdd_res]i.* - —_ - ____ - ' - ____ - -_ - - - -_ - ** Customer Name: Creekside Lot 115 DR Horton 3121 Yellowstone Dr Cover Sheet Order # JOB # 136DCS1 15 Printed: Fri, Aug 25 2017 FOR Name and License Number., Description: : City, State, Zip: 4EBB 1828-Cali "D" LL OL i Ft. Pierce, FL —Loading Information: Roof Loads: Floor Loads: TC Live: TC Dead: -i BC Live: BC Dead: TC Live: TC Dead., BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bldg. Code: Wind Sfd.* Wind Speed. Bldg. Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7_10 160 Residential _ CAT 11 C IVIWFRC & C&Cv,/M Pages or sheets covered by this seal from: 1 thru 27 Total 27 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 AIA 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 A8 10 A9 11 A10 12 Bi 13 82 14 01 15 C2 16 D1 17 D2 18 M3 19 EV 20 ERA 21 EJ3L 22 BJ5 23 SM 24 BA 25 WIL 26 CR 27 CJ3L C A1,9 E Z No Ir /STATE OF 4/ 0 0 R I % % Page 1 of 1 File Copy W sr RANEY COMPONENTS C!ney 19900 Independence Blvd. Groveland, FL. 34736 oxpo1 entS, LLC Phone: (352) 429-9429 ' Fax: (352) 429-7429 i Cover Sheet Order # . JOB # 136DCS115 Printed: Thu, Mar 30 2017 ,ors mrormarivn. Address: EOR Name and License Number: tomerName: Creekside Lot 115 Horton 3121 Yellowstone Dr cription: City, State, Zip: 3B 1828-Cali "D" LL OL Port St Lucie, FL n!r4ir7r1 InfnrmMfinn • -------� ---------------- 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 0 0 Bldg. Code: Wind Std. Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 2014 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C w/M Pages or sheets covered by this seal from: 1 thru 27 Total 27 At DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A1A 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 AB 10 A9 11 A10 12 B1 13 'B2 14 C1 15 C2 16 D1 17 D2 18 M3 19 EJ7 20 EJ7A 21 EJ3L 22 BJ5 23 13J3 - 24 BJ1 25 BJ1L 26 CJ7 27 CJ3L Manuel Martil Digitally signed by Manuel Martinez DN: c=US, o=ldenTrust ACES Business Representative, ou=M AND E ASSOCIATES P.A., cn=Manuel Martinez, 0.9 2342.19200300.100.1.1=A01096900000 7�jj�9$E2190000A517 T0T�5 0330 14:10:09-04'00' gtlbi55 DC version: 2015.006.30280 P.dnFed,ccplez orttix�dicuman$agc riot censicerztl, agree and;uoaled: �n3 the S5YA 2Ut11CA11£iS16Kt0��ETLS[1SC NCfIt�d Ott aRyCICCIiOY�1L'•' "copCcik. Page 1 of 1 >` p IJob Number: 136DCS115 1 I Ply: 1 I SEON: 539393 / T10 / COMN 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Oty: 16 FROM: AH DRW: Truss Label: Al Wgt: 221.2 Ibs .. / ... 03/30/17 T70" =4X6 14'4"7 19'10" 25'T9 31'10- 6'6"7 5'S"9 5'5"9 6'6"7 E=5X6 1112X4 =5X6 =— X8 =5X6 III X4 39W T100" F1' T8"11 6'3"5 5'10" 5'10" 6'3"5 > T8"11 + �1 7'8"11 14' 19'10" 25'8" 31'11"5 39'8" 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 B 1650 / 308 / 961 / - / 445 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.178 L 999 .240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.388 L 999 180 H 1650 / 308 / 961 / - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.075 J - - Wind reactions based on MWFRS Des Ld: $7.00 EXP: C Mean Height: 15.00 It HORZ(TL): 0.163 J - - B Min Brg Width Req = 1.9 NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 1.5 H Min Br Width Re 1.9 9 q = Soffit: 2.00 BCDL: 5.0 psf p Bldg Code: FBC 2014 RES Max TC CSI: 0.632 Bearings B & H are a rigid surface. g g Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2007 Max BC CSI: 0.551 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.605 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. VIEW Ver: 16.01.00F.0504.20 A- B 27 0 E - F 1108 -1899 Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 , Lumber value set "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 (0.113"x2.5",min.)nails @ 6" oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Member design based on both MWFRS and C&C. RM $,r' z ' OF. PriniuG eeples ar thJsdeeuxnent arc aioi cansicerad s7gnad andss�ied andthc SxA<Z .rut anlicatimt6ilcmust ba ucr16 cn'any eloctranic ccpfeu B - C 1442 - 2961 F - G 1263 - 2430 C - D 1263 - 2429 G - H 1443 - 2962 D- E 1108 -1899 H- 1 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - N 2569 -1123 L - K 2082 - 814 N - M 2566 -1123 K - J 2567 -1129 M - L 2081 - 789 J - H 2570 -1129' Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. N - C 287 -13 L - F 468 - 734 C - M 387 - 555 F - K 482 - 204 M - D 481 - 203 K - G 387 - 555 D - L 468 - 733 G - J 287 -15 E - L 1338 - 714 **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 ant? SBCA) for safety practices prior to performing these functions. Installers shall provide temporary / a�rey bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing end bottom chord shall have a properly ✓ attachec�riptd cetlinp Locations shown for ermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or t310, om anerrr�, u as applicable. Apply plates to each face of truss and position as shown above and on the JoinrDetails, unless noted otherwise. Defer 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 drawl n any failure to build the truss in conformance with ANSI/TPI 1, or for handling shipping, installation and bracing of trusses. A seal on this tigrawing or cover pa e , listing this drawing indicates acceptance of protessiona engineering responsibility solely for the design shown. The sunability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's aeneral notes pane and these web sites: ALPINE: www.alnineitw.com: TPI: www.tninst.nrn, SRCA- www.chrindiistrv.rnm- ICC• www.irrsafa nrn ■ T c Job Number: 136DCS115 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Truss Label: Al 7'10" 7'10" P tD 0 T N =4X61 14'4"7 6'6"7 Wgt '253.4 Ibs FROM: AH 420 / T13 / COMNI DRW 19'10" 22'6"4� 26'8" + 31'10" 398 5'S"9 2'8"4 4'1"12 5'2" 7'10' E=6X12 03/30/17 1112X4 =5X6 =6X8 1112X4 1112X4 =5X10 Fi' 7'8"12 6'3"4 510 2'10" 4' S'0"1 7'11"15 1� 7'8"12 14. 19'10" 22'8. 26'8" 31'8"1 39'8" Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.233 F 999 240 B 1557 / 307 / 960 / - / 445 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.539 F 876 180 1 1557 / 307 / 959 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.124 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CMean HORZ(TL): 0.286 K - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Height: 15.00 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 1.5 1 Min Brg Width Req = 1.8 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.615 Bearings B & I are a rigid 9 g d surface. Load Duration: 1.25 MWFRS Parallel Dist: Into 2h TPI Std: 2007 Max BC CSI: 0.550 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.972 Loc. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCp!: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE, HS VIEW Ver: 16.01.00F.0504.20 I A- B 27 0 F- G 1417 -2556 Lumber B - C 1439 -2762 G - H 1754 -3391 Value Set: 13B (Effective 6/1/2013) C - D 1261 -2220 H - 1 1434 -2754 D-E 1106 -1732 I-J 27 0 Top chord 2x4 SP #1 E - F 1511 -2512 Bot chord 2x4 SP #1 Webs 2x4 #3 Lumber valueue set uses design values Maximum Bot Chord Forces Per Ply (Ibs) by ALSC approved 1/30/2013 by Chords Tens.Comp. Chords Tens. Comp. 29 -1292 Bracing# Q 2388 -1120 M - K 6 (a) Continuous lateral restraint equally spaced on AA?R- . "� Q - P 1897 -788 K - I 2382 -1122 member. Or 1 x4 "T" reinforcement. 80 % length of P - O 20 - 9 web member. Same species & SRB grade or better," "* ?► �. attached with 8d Box or Gun (0. 11 3"x2.5", min.) nails @ 6" oc. 4 w Maximum Web Forces.Per Ply (Ibs) "*der'` Webs Tens.Comp. Webs Tens. Comp. Wind : R-C 287 -13 N-F 214 -147 Member design based on both MWFRS and C&C. "� w■,, � " � • .� � C - Q 384 - 564 N - G 578 -1048 Q - D 456 - 200 G - L 869 - 407 AT �" ' � .� %' D - P 471 - 681 L - M 71 - 3 ' E - P 59 - 530 L - K 2552 -1201 io E - N 2267 -1099 L - H 634 187 P - N 1880 - 660 K - H 466 - 869 13 tAA- .-- N-O 18 -1 a*440dcopie 81tfAti m-ni'-fanot-and&rsd uped and s-Icd andiF,c3xx1�,Z'autiicmhanan'cndo.enusthc xErliesl ar ariyelccti�anic ecp%u **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 practices prior to performing these functions. Installers shall provide temporaryV / arrey bracingdper BCSI. Unless noted otherwise,top chord shall have properly attached s ructur�l sheathingt nd bottom chord $hall have a properly t✓ attache ri id ceilinp Locations shown for permanent lateral restraint of webs shall have racing ins abed per BCSI sections B3, B7 or 910, om onenrs, as applicable. Apply plates to each face of truss and position as shown above and on the Joint 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 draw! pany failure to build the truss in conformance with ANSI/�PI 1, or for handling shippin , instgllation and bracing of trusses. A seal on this drawing or cover pa e , . listing this drawing indicates acceptance of pro essfonaa engmeerinq responsibility solely for the design shown. The suiTabdity and use of this drawing for any structure is the responsibility of'the Building Designer per ANSI/TPI 1 Sec.2. For more information see this job's general notes a e and these web sites: ALPINE: www.al 1ne1tw.comLTP1: www.tpinst.orq; SBCA: www.sbcindustrv.com: [CC: wwwJccsafe.oro 1 Job Number: 136DCS110 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Truss Label: A2 14'4"8 6'6"8 Ply: 1 SEQN: 539394 / T1 /�.D Qty: 1 FROM: AH f�� W gt: 221.2 Ibs 03/30/17 19'10" 25'3"8 5'S"8 3110" 5'5"8 6'6"8 7'10" E ni2x4 ro 0 <6(A7) t ♦� 13'4" 5'e" ♦ 20'6" F.1 T8-12 7'8"12 63"4 510" 14' 5110" 6'3"4 Loading Criteria (psf) Wind Criteria 19110" 25'8" 7'8"13 31'11 "4 1-� 39'8" TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph Snow Criteria (Pg,pr in FSF) Pg: NA Ct: NA CAT: NA Defl/CSI Criteria (Ibs)Rh, or *=PLF PP Deflection in loc BCLL: 0.00 Enclosure: Closed Pf: NA Ce: NA L/defl VERT(LL): 0.040 J 999 U# LocnaRxtmumJReac�iRNs / RL W 240 BCDL: 10.00 Risk Category: If Lu: NA Cs: NA VERT(TL): 0.098 J 999 / 206 / / - / 445 / 180 B Des Ld: 37.00 EXP; C Snow Duration: NA HORZ(LL): 0.014 J 317 183 O` 317 / 142 / 183 /- /" / 68.0 68. NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 Code / Misc Criteria HORZ(TL): 0.032 J - H 895 / 408 / 659 / - / _ Wind reactions based on MWFRS / 8.0 Soffit: P,00 psf BCDL: 5.0 psf Load Duration: 1.25 Bldg Code: FBC 2014 RES Creep Factor: 1.5 Max TC CSI: B Min Brg Width Req = 1.5 O MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 It TPI Std: 2007 0.531 Max BC CSI: 0.453 Min Brg Width Req = - H Min Brg Width Req = 1.5 Loc. from endwall: not in 4.50 ft Rep Factors Used: Yes FT/RT:20 0 /10 0 () () Max Web CSI: 0.695 B Bearings , O, & H are a rigid surface. Bearings GCpi: 0.18 Plate Type(s): Mfg Specified Camber: B & H require a seat plate. Wind Duration: 1.60 WAVE Lumber VIEW Ver: 16.01.00F.0504.20 Maximum Top Chord Forces Per Ply (Ibs) Value Set: 136 (Effective 6/1/2013) Chords Tens.Comp. Chords Tens. Comp. Top chord 2x4 SP #1 Bot chord 2x4 SP #1 A - B 27 0 E - F 350 -258 B - C 205 - 470 F - G Webs 2x4 SP #3 516 - 769 C - D 410 -109 G - H 708 -1335 Lumber value set "l3B" uses design values D - E, 342 - 229 H - 1 P7 0 approved 1/30/2013 by ALSC Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced Chords Tens.Comp. Chords Tens. Comp. onA.:jjr member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB better, `�� `� ¢ B N 494 -373 L - K 596 -138 K J 1117 M grade or attached with 8d Box or Gun (0.113"x2.5",min.)nails Ca s" oc. m.""� ��„u` "t ' * y� M - 467 639 - 670 J - H 1120 467 Plating Notes ' `. Maximum Web Forces Per Ply (Ibs) All plates are 5X6 except as noted. • *'d 6; Webs Tens.Comp. Webs Tens. Comp. Wind " �! . a' N-C 318 -33 L-F 484 - 706 C-M 423 -637 F-K Member design based on both MWFRS and C&C. w p, 484 -221 D _ L 575 -1078 K - G 404 -599 ..1 v °: •moo �' .` 669 - 267 G -J 299 20 E _ L 70 -150 �Prritec capicc of thr'x�ec¢ment src not censiCzrad srgneepndsasicd ,andtbc Skrt>3'yutR.ntkptitsn iadc mut Le aarirard cr, arty clectrarir: "IMPORTANT" FURNISH S DRAWING] THIS DRAWING TO ALL CONTRACTORS IINCLUDING THE INSTALLERS s require extreme care in fabricating, handlingshi nent Safety Information, by TPI and'SBCA) for s2ty practices prior to performing these functions. Installers shall provide temporary er BCSI. Unless noted otherwise,top chord shall have properily attached strng and uctu afl sheathier to dnfgoland bottolow the m cho ditghall have a(p (Building J aney icai eq. ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, a or ti10, ✓ is 160 Apply plates to each face of truss and position as shown above and on the Join?Details, unless noted otherwise. Defer to omporrenrs, w Is 160A-Z for standard plate positions. a division of ITW BuNSTI Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the this drawls e W dicater any a ructurhofdlpiro)esspona�' engineerinanndespoinsibiltrusses. ly seal or the this shoWn�r The rSulCabilit ;e of this 1�iawtng for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. information see this iob's general notes age and these web sites• Al etnio...-.... _,_. _ _.. _ y Job Number: 136DCS115 Ply: 1 SEQN: 539422 / T11 / GABL '4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A3 Wgt: 361.2 Ibs Page 1 of 2 / ... 03/30/17 710'14 , 14'4"8 7'10'14 4' 9'2' =3X6 J T8'13 F 78'13 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 NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 :W4, W7 2x4 SP #1: Lumber value set 13B" 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 (0.128"x3",min.)nails @ 6" oc. (a) Continuous lateral restraint equally spaced on member. Or ix4 "T" reinforcement. 80 % length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Special 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 plf at 7.81 to 56 plf 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 plf 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 plf 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 plf 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 plf at 40.67 TC- 13 lb Conc. Load at 15.17,17.17 BC- 32 lb Conc. Load at 15.17,17.17 19'10' 25'3'8 I'- 2V -{ (-- 2W -{ =5X6 =3X8 -5X6 31'9'2 + 39'8' 6'S'9 T10'14 21' r3.3 + 5'10' + 5'10' + 6'3.3 14' 19'10' 25'8' 31'11°4 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)/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. 1A1;-A ,ai1n¢edccglcs or this �rclanenEsrc xrot cnnslecrxd slgnea,'snd: sraled: andehcSr:�t 3 yutticntitatlrin [adrr.int-st�operiiicd ur_', anycicctiarlc; <cst;(as. for 78'1�1� 39'8' ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 489 / 220 / - / - ! - / 8.0 BK 1387 / 639 / / / / 8.0 AD 573 / 278 / / / - / 8.0 V 865 /416 /- / /- /8.0 Wind reactions based on MWFRS B Min Big 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. Comp 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 I-J 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-AI 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! 'ANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS me care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ormation, by TPI and SBCA) for sa shipping, practices prior to performing these functions. Installers shall provide temporaryV ess noted otherwise,lop chord shall have properly attached structural sheathing end bottom chord shall have a properly Locations shown forfpermanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, plates to each face o truss and position as shown above and on the Join f Details, unless noted otherwise. Defer to standard plate positions. of ITW Building Components Group Inc. nce with ANSI /l PI 1, or for handling sh ing indicates acceptance of dies s gnawing for any structure is res, failure to build the ig or cover pa e wn.. The suitability / aney 1✓✓� omroirsnr;, w IJob Number: 136DCS115 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Truss Label: A3 L a r t ... / ... 03/30/17 Ply: 1 SEON: 539422 / T11 / GABL Qty. 1 �FROM:AH DRW: Wgt: 361.2 Ibs Page 2 of 2 40 01.5A 38 FF 58 81•Bb BOW 48 00 99 2E 85 FB tl4tis item fins Gcen clactroniulty sa�slec�-snd scale4 Cy Manael;li6hlne�- PirL. 11c. 9147152frn thcdatoshawnpl uew-in(ta SHA-1 a t8lantbaiian sods: ' Pn.kedstaled and tla WA43uthentK211tu collo east be ucrlRcd many cltctrank copfass AG -AM 489 - 876 BB -BC 323 - 693 AM-H 485 -870 BD -BF 18 -37 AM -AO 38 -17 BE- P 324 - 695 H -AN 618 - 272 P -BF 443 -122 AO -AR 38 -17 BF- Y 434 -118 AP-AQ 616 - 270 Y -BG 292 - 611 AR -AU 39 -18 BG-BH 298 -630 AS -AT 631 -282 BH-BI 284 -609 AT -AV 547 -221 BI-BJ 264 -585 AU -AV 34 -14 BJ- U 295 - 624 AV -AC 739 - 331 U - X 306 0 L -AC 48 - 40 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens, Comp. Al- D 87 -63 AX-AB 43 0 AJ- E 38 - 49 M -AY 31 - 25 AK- F 14 -19 AZ -BA 68 - 66 AL-G 27 -53 BA -AA 39 -16 AN- 1 26 -56 N -BB 69 -80 AO-AF 25 -12 BC -BD 43 -19 AO -AP 22 - 29 BD- Z 22 - 9 AQ-J 88 -82 O-BE 44 -20 AR-AE 56 -27 Q -BG 36 -13 AR -AS 103 -106 R -BH 27 -40 AT- K 80 -122 S -BI 37 -45 AU -AD 185 -339 T-BJ 73 -56 "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, handling, chi ping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building gent Safety Information, by TPI and SBCA) for sa�ety practices prior to performing these functions. Installers shall provide temporaryY Ser BCSl. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro erly ripid cellin .Locations shown for ermanent lateral restraint of webs shall have bracing installed per SCSI sections 83, B7 or �10, cable. App�y plates to each face otruss and position as shown above and on the JoingDetails, unless noted otherwise. Defer to s 160A-Z fors tandard plate positions. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the conformance with ANSI] PI 1, or for handling shippin , installation and bracing of trusses. A seal on this 1awing or cover page , this drawing indicates acceptance of pro)essiona� engineering responsibility solely for the design shown. The suifability ie of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. infnrmatinn see this inh's naneral nntes nano and theca —h sitar• Al PINE oNne Inin itw.en TPI• wunu.tninet nrn• RRCA• w sh,industr enm• ICn• iv irneafa nn tT11Cy �/ omponenrs, uc Job Numbar: 136DCS115 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Truss Label: A4 Ply: 1 SEQN: 539395 / T9 / HIPS Qty: 1 FROM: Al- DRW: Wgt:246.4lbs .. / ... 03/30/17 7' 10" 710" i 14711 6'4"12 1" 20'8" 25'5"5 31'10" 39'8" 4'9"5 1'8" 4'9"5 6'4"11 7-10" 5X8=5X6 E F 1112X4 =5X14 =—Zo =5X14 Ill X4 7'8"12 6'3"4 5'10" 510" 6'3"4 7'8"12 1'� 7'8"12 14' 19'10" 25'8" 31'11"4 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.153 D 999 240 B 1557 / 309 / 964 / - / 428 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.352 D 999 180 1 1557 / 309 / 963 / / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.063 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.145 K B Min Brg Width Req = 1.8 N1 00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 1.5 1 Min Brg Width Req = 1.8 Soffit: ffit: 2.00 TCDL: 4.2 psi BCDL: 5.0 psf Bldg Cade: FBC 2014 RES . Max TC CSI: 0599 Bearings B & I are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2007 Max BC CSI: 0.558 Bearings B & I require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.648 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 1428 -2192 Lumber B - C 1470 - 2762 G - H 1287 - 2211 C - D 1286 -2211 H - 1 1470 -2762 Value Set: 13B (Effective 6/1/2013) D- E 1428 - 2192 I- J 27 0 Top chord 2x4 SP #1 E - F 1088 -1539 Bot chord 2x4 SP #1 Webs 2x4 SP 43 Maximum Chord Forces Per Ply (Ibs) Lumber value set "l3B" uses design values g Chords Tens.Comp. Chards Tens. Comp. approved 1/30/2013 by ALSC B - O 2391 -1147 M - L 1534 -596 ` Bracing O - N 2388 -1147 L - K 2388 -1162 (a) Continuous lateral restraint equally spaced on" N - M 1534 - 584 K - I 2391 -1162 member. Or 1 x4 "T" reinforcement. 80 % length of "+t «�i a bl6" ' web member. Same species & SRB grade or better, Maximum Web Forces Per Ply (Ibs) • attached with 8d Box or Gun (0.113"x2.5",min.)nails f*'" Q Webs Tens.Comp. Webs Tens. Comp. @ 6" oc.- O-C 291 -13 M-F 339 -255 Wind* xw ' s C - N 386 - 571 F - L 816 - 562 Member design based on both MWFRS and C&C. D - N 315 -317 L - G 315 317 N-E 816 -562 L-H 386 -571 a',tA - -TT; OF . SF . E - M 339 - 256 H - K 291 -15 Frintod ccpl.-or thkdccutsent atenot censleerzd st ed and araled `and th<5wt«3 autiidntuatsdn ra?o.mut[ Lc"yerili'cd oc arti/elcctmank -`copfesa "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS iuire extreme care in fabricating. handlina. shiboina. installina and bracing. Refer to and follow the latest edition of a rl Ia ceiling. Locations shown Torpermanent lateral restraint 01 webs shall nave bracing Installeo per buldl sections tf3, tl/ Or til U, icab�e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. W1fer to Is 160A-Z for standard plate positions. a division of ITW BuildingComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the conformance with ANSI�I PI 1, or for handling shippin , installation and bracing of trusses. A seal on this d9rawmg or cover pa e , this drawing indicates acceptance of pro(esslona� engineering responsibility solely for the design shown. The suitability :e of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. omponenrs. Job Number: 136DC3115 4EB8 1828-Cali "D" LL OL /DR Horton MEBB 1828-Cali "D" LL OL Truss Label: A5 T10" 7' 10" �1 7'8"12 Loading Criteria (psf)Fendwall: Criteria TCLL: 20.o0 TCDL: 7.00 Std: ASCE 7-10 d: 160 mph BCLL: 0.00 sure: Closed BCDL: 10.00 ategory: II Des Ld: 073 ;; p C NC13CLL: 10.00 Height: 15.00 ft Soffit: 2,00 : 4.2 psf Load Duration: 1.25 : 5.0 psf Spacing: 24.0 " S Parallel Dist: h to 2h ist a: 3.97 ft om endwall: not in 9.00 ftGCpi: 0.18uration• 1 60 Lumber Value Set: 138 (Effective 6/1/2013) Top chord 2x4 SP #1 act chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "138" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C Ply: 1 SEQN: 539396 / T8 / HIPS City: 1 FROM: AH Wgt: 238.0 Ibs DRW: 14'2"12 17 6'4"12 228 25'5"4 2'9"4 5,8„ 31'1p" 2 9 4 64"12 —avc III4A4 39'8" 7' 10" E 03/30/17 6'3"4 5'10" 14' 5'10" 6'3"4 19'10" 25'8" 7'8"12 1, 31'11"4 39'8" Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udell L/# L•oc Maximum Reactions (� Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.148 D Lu: NA Cs: NA VERT(TL): 0.342 D 999 240 8 1557 / 318 / 965 / - Snow Duration: NA 999 180 ! 1557 / 318 / 965 / 387 / 8.0 HORZ(LL): 0.064 K - / - / 8.0 HORZ(TL): 0.148 K Wind reactions based on MWFRS Code / Misc Criteria B Min BrigWidth Req = 1.8 Bldg Code: FCC eria RES Creep Factor: 1.5 I Min Brg Width Re Max TC CSI: 0.591 Bearings B & I are a rigid surface. TPI Std: 2007 Max 8C CSI: 0.557 Bearings B & I require a seat plate. Rep Factors Used: Yes FT/RT:20(0)/10(0) Max Web CSI: 0.760 Plate T yp e(s); Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) WAVE Chords Tens.Com . VIEW Ver: 16.01.00F.0504.20 A _ 6 p Chords Tens. Comp. 27 0 F - G 1466 - 2157 B - C 1517 - 2764 G - H 1334 - 2209 C - D 1334 - 2209 H - 1 1518 - 2764 D- E 1466 - 2157 I- J 27 0 E - F 1189 -1699 Maximum Cot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. 13O MA 2393 -1196 M - L 1680 - 748 t�l�i1k O - N 2390 -1195 L - K 2390 -1225 50, �r N _ M 1680 - 725 K - 1 2393 -1225 ;- Maximum Web Forces Per Ply (Ibs) '°►i`a K _ Webs Tens.Com p• Webs Tens. Comp. . ..: O - N 392 - 579 F - L 695 95 -19 C494 D - N 275 - 242 L - G 275 STATE a ! N E 695 494 242 •r E - M 282 -195 H K 392 - 579 291 46.015A 38: FF 56 $1;60 f3B7'F 'h" teem has bun ek-woaltalty signei:zasf: ?E (FL Itc. pdRFls3lanihri: nsl...s.....:.: _,..x"• �rinsas# crgtlez cr tNs dccuenant arc not censlcerxsj :tgr,ed'agd'srakd; ar;d th 5 7,Z sufhcnticatlon iodain� tLo 4l.Ttr arcs Snyelacaan3c' ccyfeL "IMPORTANT•' �" NtAD AND FOLLOW ALL NOTES ON THIS DRAWING! FURNISH THIS DRAWING TO ALL CONTRACTORS IN THE INSTALLERS s require extreme care in fabricating handlin shl'pping, installing and racing ment Safety Information, by TPI and'SCCA f ' 1 y pb SCSI. Unless noted otherwise to chord shall have properly attached structural sheathln and bottom chord shall have a pro erl cJ ri Id ceilin p y practices nor to performingethese and pt follow the stallers shell) provldeSemPopalf g S. Icab�e. q Locations shown for' ermanent lateral restraint of webs shall have bracingp installed per CCSI sections 63, B7 or B10y Is PP y plates to each face otptruss and position as shown above and on the Jo!n?Det Plied unless noted otherwise. Defer to r. !s 160A-Z for standard plate positions. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the conformance with AN g Pl 1 or for handlin shi this drawin indicates acceptance of pro)esslona' en meerin res onsibilit sole) for the desi n shown. e of this drawing for any structure is tfle responlslbility olf tthe (ding De er per ANSI/Tpl 1hSec�2Wtng or cover page y nformation see this'ob's eneral notes a e and Ihese web sites: ALPINE; www.alninau,., g 1 The suiFabilit aney omporrents, w �Jab Numbar: 136DCS115 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: 212.8 Ibs .. / ... 03/30/17 T10" T 10" =4X6i 15' 19'10"31'10" 77' �4-10" 'T 4'10„ f 7'2„ =3X4 =5X6 n r= � 1112X4 =4X6=3X8 =3X8-4X6 1112X4 39'8" 7-10" �1' 7'8"1 2 6'3"4 1'1" 2 9'4"8 1'1" 2 6'3"4 7'8"l 2 1 7'8"12 14, 5'1 12 24'6"4 25' " 31'11"4 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.154 E 999 240 B 1557 / 328 / 962 / - / 346 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.357 E 999 180 H 1557 / 328 / 962 / /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: Cght: HORZ(TL): 0.155 J - - B Min Big Width Req = 1.8 15.00 ft Mean Height: NCBCLL: 10.00 TCDL: ei psf Code / Misc Criteria Creep Factor: 1.5 H Min Brg Width Req = 1.8 Soffit: 2.00 BCDL: 5.0 psf p Bldg Code: FBC 2014 RES Max TC CSI: 0.579 Bearings B & H are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: h to 2h TPI Std: 2007 Max BC CSI: 0.728 Bearings B & H require a seat plate. , Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.353 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 E - F 1291 -1859 Lumber B - C 1556 -2766 F - G 1330 -2162 Value Set: 13B (Effective 6/1/2013) C - D 1330 -2162 G - H 1556 -2766 D - E 1291 -1859 H -1 27 0 Top chord 2x4 SP #1 Bot chord 2x4 #1 We Webs 2x4 5#3 Maximum Bot Chord Forces Per PI Ibs Lumber valuee set "13B" uses design values Chords Tens.Comp. Chords Tens. Camp. approved 1 /30/2013 by ALSC B - O 2397 -1239 L - K 2394 -1268 Bracing 1 ' 1.�� O- N 2394 -1239 K- J 2394 -1268 N - M 2394 -1239 J - H 2397 -1268 maemberinOuo1x4 tTraleinforoement nt equallyhaced oof 'tr.y { ►p M - L 1928 -920 web member. Same species & SRB grade or better, %, r', i"« ;Aattached with 8d Box or Gun (0.113"x2.5",min.)nails Maximum Web Forces Per Ply (Ibs) @ 6" oc. �k Webs Tens.Comp. Webs Tens. Comp. Wind O-C 286 -11 E-L 182 -191 aa' • o C - M 442 - 620 L - F 586 - 317 Member design based on both MWFRS and C&C,, ., ,'t D - M 586 - 317 L - G 442 - 620 'w $ y, OF M-E 183 -192 G-J 286 -12 40:015A 38 F.F.58 82 BO BB 7E 48 04 99 2E 85.FB 1151i Ifdfn has ficen eMrnnnic:i3y iignet.�nd sealed 6y.hianccl.Martinei, Fj'x1;tfr. pd7787 jan 1iiu;uaGe shawnal>avctra'nga5HAx1 �,authenirkailoii rack, ,pwntod copie, of tlls c-mentate not considered signed and —led apd tF,,cs>e7:i authcrAicatlon code mn t bt varifcd cc; any nlectmnic cdpieso "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nent Safety Information, by TPI an � SBCA) for saety practices prior to performing these functions. Installers shall provide temporary / rzney per BCSI. Unless noted otherwise,top chord shall have properly attache fi structural sheathingt and bottom chord shall have a pro�eny I✓ c1 ri id ceiling Locations shown for permanent lateral restraint of webs snnail have bracing ins alled per BCSI sections B3, B7 or 10, cab�e. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. �tefer to omponenrs. ur is 160A-Z for standard plate positions. a division of ITW BuildinQComponents Group Inc. shall not be responsible for any deviation from this drawindq any failure to build the conformance with ANSI4PI 1, or for handling, shipping, installation and bracing of trusses. A seal on this rawing or cover pa e this drawing indicates acceptance of rofessional engineerin responsibility solely for the design shown. The suigability :e of this g"awing for any structure is the responsibility of the Ouilding Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS115 Ply: 1 SEON: 539398 / T6 / HIPS , 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Oty: 1 FROM: AH DRW: Truss Label: A7 Wgt: 215.6 Ibs .. / ... 03/30/17 —4X6 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 " T 10"9 7' 10"9 13' 19'10" 26'8" 31'9"7 39'8" 5'1"7 6'10" 6'10" 51"7 7'10"9 55E5X8 =3X4 =5X8 D E F lll2X4 =3X4=3X6 =3X8 =3X6=3X4 111 X4 7'81 3 5'3"3 1' S'1 0" 5'1 0" 1' 5 '3"3 7'8"1 3 7'8"13 13' 14 19'10" 25'8" 26' " 31'11"3 39'8" 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: h/2 to h 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 "l36" 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)/l 0(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.166 E 999 240 VERT(TL): 0.383 E 999 180 HORZ(LL): 0.066 J - - HORZ(TL): 0.152 J Creep Factor: 1.5 Max TC CSI: 0.617 Max BC CSI: 0.530 Max Web CSI: 0.432 Mfg Specified Camber: VIEW Ver: 16.01.00F.0504.20 *Intndecoplcso}!}Tsdccurneni ue not censldcridsrgn.dand.so U: r adeFiesvA S'uiEliern}canec� ayda enustLe Mgrisei maivjelcceranlr: -$cpPeisl: ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 1561 / 716 / 953 / / 305 / 8.0 H 1561 /716 /953 /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 H Min Brg Width Req = 1.8 Bearings B & H are a rigid surface. Bearings B & H require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 E- F 1507 - 2281 B - C 1583 - 2760 F - G 1439 - 2299 C - D 1440 - 2299 G - H 1582 - 2760 D- E 1507 - 2281 H- 1 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - P 2388 -1259 M - L 1992 - 997 P - O 2385 -1259 L - K 1992 - 997 O - N 1992 - 967 K - J 2385 -1288 N - M 1992 - 967 J - H 2388 -1288 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp.' P - C 258 -14 M - F 400 - 262 C - O 367 - 494 K - G 366 - 494 D - O 447 - 224 F - K 447 - 224 D - M 400 - 262 G - J 258 -16 E - M 326 - 409 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary aney bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro eryy attached n id ce-Iin Locations shown for permanent lateral restraint of we shall have bracing installed per BCSI sections B3, B7 or 910, vm ntnrs. as applicable. App?y plates to each face o truss and position as shown above and on the Join Details, unless noted otherwise. defer to Po drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI 1, or for handling shipping, installation and bracing of trusses. A seal on this orawmg or cover page , listing this drawin indicates acceptance of pro)essfonag engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. } Job Number: 136DCS115 Ply: 1 SEQN: 539399 / T5 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A8 Wgt: 204.4 Ibs / ... 03/30/17 7'8"12 11' 16'10"2 21' 22'8{g 28'8" 31'11"4 39'8" 7'8"12 33 4 + 510"2 } 41"14 1'8"3 5'11"13 + 3'3"4 7'8"12 1112X4 =3X6=3X4 =5X6 D= E F G H T 12 6 � 1112X4C ! 1112X4 co _o i In 1 =4X6(A2) B J=q A 2f O P O N M L �1 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 =4X6 =3X8 =3X4 =3X6 =3X4 7'10"8 7'10"8 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: h/2 to h 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 "138" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 8 + 2'10"2+ 6'1"9 1 2'8'5 14' 16'10"2 22'11"11 25'8" Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Mise Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE 6'1 "8 31'9"8 Defl/CSI Criteria PP Deflection in loc L/defl L/# VERT(LL): 0.189 E 999 240 VERT(TL): 0.436 E 999 180 HORZ(LL): 0.068 L - - HORZ(TL): 0.156 L Creep Factor: 1.5 Max TC CSI: 0.582 Max BC CSI: 0.729 Max Web CSI: 0.516 Mfg Specified Camber: VIEW Ver: 16.01.00F.0504.20 ,. �.No .0471,02 > R ` 0AV ON �. 40 01.3A 38 FF 513 81•BO BB.7F 48 00 99.2E 85 F6. Ihlz l[cret figs Gcere efesxionluf}y zyynCC end wale tiy,Manen1;margnn.{' PF. tiL tic. p4T71S2tr:p.tQn d'atc shown a6avc uadga StiAsl ��' auchcnt&[arlen coda. Pr4m.d ccpiez cf this dcuxnant arc nni, rensisierzil sar7ned pnd'srsled u,d the SLl«Z authrnnaca;lun zodc rntat bn ycrlfic4. on anydIminnis: cnptau T10"8p1' 39'8" i T ih in K6(A2) ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1561 / 718 / 940 / - / 264 / 8.0 J 1561 /718 /940 / /- /8.0 Wind reactions based on MWFRS B Min Big Width Req = 1.8 J Min Brg Width Req = 1.8 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 F- G 1684 - 2617 B - C 1615 - 2774 G - H 1676 - 2603 C - D 1762 - 2719 H - 1 1761 - 2718 D - E 1685 - 2617 I - J 1614 - 2773 E- F 1684 - 2617 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - Q 2400 -1287 N - M 2107 -1106 Q-P 2106 -1076 M-L 2107 -1106 P - O 2106 -1076 L - J 2399 -1317 O - N 2620 -1373 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - Q 337 - 310 G - N 283 - 338 Q - D 563--- 393 N - H 692 - 405 D - O 704 - 414 H - L 560 - 391 E - O 278 - 333 L - 1 335 - 309 O-G 113 -108 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s require extreme care in fabricatin handling, sfii ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Went Safety Information, by TPI an� SBCA) for saety practices prior to performing these functions. Installers shall provide temporary c�er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proL�erly ripid ceiling Locations shown for permanent lateral restraint of webs shall have bracing Ins ailed per BCSI sections B3, B7 or 910, icabge. Apply plates to each face of truss and position as shown above and on the JoingDetails, unless noted otherwise. hefer to 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,ANSI/� PI 1, or for handling shippin , installation and bracing of trusses. A seal on this dgrawmg or cover page , this drawing indicates acceptance of pro#essiona[i engineerin responsibility solely for the design shown. The sul ability se of this thawing for any structure is the responsibility of the Nuilding Designer per ANSI/TPI 1 Sec.2. / arrey ✓ omponenrs, uc Job Number: 136DCS115 Ply: 1 SEQN: 539400 / T4 / HIPS 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: A9 Wgt: 211.4lbs .. / ... 03/30/17 0 =4X6( 1a 7'812 9' 142"15 19' 9' 0" 25'S"2 30'8" 1'1 "4 39'8" 7'8"12 1'3" 5.2"15 4'9"1 10' 57"2 5'214 1'3" 78"12 =3X4 =3X61112X4 =3X4 =5X6 D=Fvr E F G H I 1112X4D A J 1112X4 A2) B K=4 Q =3X4 �1 710"8 P O N =5X6 =3X8 =5X6 6'1"8 610" 14' 19'10" 258" T r in L6(A2) M I1 =3X4 6'1 "8 T10"8 1 31'9"8 39'8" 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): 0.243 G 999 240 B 1560 / 720 / 920 / - / 223 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.560 G 843 180 K 1560 / 720 / 920 / /- / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: CHORZ(TL): 0.171 M - - B Min Big Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 It TCDL: 4.0 psf Code / Misc Criteria Creep Factor: 1.5 K Min Brg Width Req = 1.8 Soffit: BCDL: 5.0 psf BldgCode: FBC 2014 RES Max TC CSI: 0.566 Bearings B & K are a rigid surface. Load Duration: 1.25 ion: MWFRS Parallel Dist: h/2 to h TPI Std: 2007 Max BC CSI: 0.558 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.500 Loc, from endwall: not in 9.00 it 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 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 Top chord 2x4 SP #1 E - F 2028 -3245 K - L 27 0 Bot chord 2x4 SP #1 F - G 2028 -3245 Webs 2x4 SP #3 Lumber value set "13B" uses design values Maximum Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC Chords Tens.Comp. Chords Tens. Comp. Wind � .. B - Q 2393 -1310 O - N 2983 -1620 - Member design based on both MWFRS and C&C. Q - P 2257 -1185 N - M 2257 -1214 P - O 2983 -1609 M - K 2393 -1339 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - Q 406 - 330 O - H 338 -192 Q - D 491 - 428 H - N 381 - 525 `•Ow D - P 940 - 560 N - 1 940 - 560 P - E 380 - 524 I - M 491 -428 ` s . r �t"x E -0 338 -191 M - J 406 - 330 r+ yCy rd 'K.:42- G - O 233 -309 �rlriind.cop(es of eh2s.tiee�mentsrc not canddcexA stgncc�snd'seafed ardrthcs!rhaauttent�catrasicilc-.ritxt 5n acn[sci ca�'snyplceiiaicfit 'eopfes: **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 sa ety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached s ructural sheathing ind bottom chord shall have a properly ✓ attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or 810, em oirents. as applicable. Apply plates to each face, of truss and position as shown above and on the Join Details, unless noted otherwise. befer 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 shipping, installation and bracing of trusses. A seal on this iigrawing or cover pa e , listing this drawing indicates acceptance of pro#essionag engineering responsibility solely for the design shown. The suigability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www.t inst.or • SBCA: www.sbcindust .com: ICC: www.iccsafe.or 'Job Numbar: 136DCS115 Ply: 2 SEQN: 539417 / T12 / HIPS 4EBB 1828-Ca11 "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: Al Wgt: 235.2 Ibs / ... 03/30/17 1r- � 7' 11'S"1 15'8"7 17210I 23'11"9 i 282"15 i 32'6" 39T" T 4'5"1 4'3"5 1,7' I 41"9 4'3"5 7 4 5„1 + 7 '1 =3X4 =3X4=4X6 III2X4 =3X4 =3X4 T 0 M =4X1 1112X4 =4X6 =5X6=3X4 =3X8 =3X4=5X6 =4X6 11&4 6'7"12 3'11"13 2'10"7 i 4'5"1 4'S"1 11'4"y5 3'11"13 6 7'1 "12,1 4 s + 24 5 1 210 7 i 32 6"a 6 1� 5 2�'I Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 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: 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 "13B" uses design values approved 1/30/2013 by ALSC Nailnote Nail Schedule:0. 1 28"x3", min. nails Top Chord: 1 Row @12.00" o.c. Bot 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 pif at -1.00 to 56 pif 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 plf at 40.67 BC- From 4 plf at -1.00 to 4 pif at 0.00 BC- From 20 pit at 0.00 to 20 plf at 7.00 BC- From 44 pit 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 pill 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. 67'12 39'2" 6" 08" T 12(83) Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W ,Pf: NA Ce: NA VERT(LL): 0.350 G 999 240 B 3139 / 1427 ! - / - / - / 8.0 Lu: NA Cs: NA VERT(TL): 0.816 G 579 180 K 3140 / 1428 / - / / - / 8.0 Snow Duration: NA HORZ(LL): 0:074 C - Wind reactions based on MWFRS HORZ(TL): 0.174 C B Min Brg Width Req = 1.6 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 - 1 2000 -4470 Wind loads and reactions based on MWFRS. C - D 1708 -3815 I - J 1709 -3815 D - E 2000 - 4470 J' - K 1429 - 3156 E - F 2103 - 4696 K - L 13 -10 F - G 2103 - 4696 Maximum Bot Chord Forces Per Ply (Ibs) Chords` Tens.Comp. Chords Tens. Comp. 0 - T 2801 -1253 P - O 3880 -1744 T - S 3879 1744 O - N 3880 -1744 S - R 3879 -1744 N - M 2802 -1254 ,71'" R - Q 450.5 - 2022 M - K 2788 -1251 #' Maximum Web Forces Per Ply (Ibs) w'40 Webs Tens.Comp. Webs Tens. Comp. Irk ar C - U 320 - 69 Q - H 250 -106 x C - T 1322 - 594 H - P 268 - 414 �.A,._ rllz ° T - D 430 - 771 P - 1 783 - 339 D - R 784 - 339 I - N 430 - 771 R-E 268 -414 N-J 1322 -593 250 M - J 320 - 69 -106 G - Q PranteC ccplec of tNs4ec�mentai� not eonsiCexad Sr�neC andxcsMd- and tte5xr1•,ddutfirntdcattes ec�ii.rnust £e,marl7d ar anyelactinisic; -cgptes: "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an � SBCA) for saety practices prior to performing these functions. Installers shall provide temporar / aney bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathintq and bottom chord Shall have a properfy t✓ attaches] rigid ceilin . Locations shown for permanent lateral restraint of webs shall have bracingg Ins alled per BCSI sections B3, 87 or B10, om a»ents, ur as applicable. Applgy plates to each face of truss and position as shown above and on the Join 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 drawinp any failure to build the truss in conformance with ANSI/ PI 1, or for handling shippin , installation and bracing of trusses. A seal on this drawing or cover pa e , listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this yawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. For more information see this job's eneral notes page and these web sites: ALPINE: www.aloineitw.com: TPI: www.toinst.oro: SBCA: www.sbcindusw.com: IM wwwJccsafe_nrn C a Job Number: 136DCS115 Ply: 1 SEQN: 539401 / T2 / GABL , 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" bL OL Qty: 1 FROM: AH DRW: Truss Label: B1 Wgt: 134.4 Ibs .. / ... 03/30/17 10'8" 10'8" 21'4• 10'8" 2'8" —+ 1'4" —{ . (TYP) f =4X4 r co rn =2 T J ro Al) 21 -4" 1 y 21'4" 21,4„ + 1' Loading Criteria (psf) Wind Criteria Snow'Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'-PLF _ TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.001 H' 999 240 P• 81 / 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: II Snow Duration: NA HORZ(LL): 0.002 J - - B Min Brg Width Req = - EXP: C Des Ld: 37.00 HORZ(TL): 0.003 J - - Bearing B is a rigid surface. Mean Height: 15.00 It NCBCLL: 10.00 Code ! Misc Criteria Creep Factor: 1.5 TCDL: 4.2 psf - Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2007 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.088 A - B 27 0 1-1 304 -24 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 87 -120 J - K 253 -21 GCpi: 0.18 Plate Type(s): C - D 80 -90 K - L 202 - 23 Wind Duration: 1.60 WAVE 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 chord 2x4 SP #1 H - 1 303 - 24 P - Q 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 . Lumber value set "13B" uses design values Maximum Bot Chord Forces Per Ply (Ibs) approved 1/30/2013 by ALSC r Chards Tens.Comp. Chords Tens. Comp. Plating Notes Mitt/P B -AE 175 -108 X - W 192 -107 �,�f1i)1> jjx AE-AD 18-110 W - V 191 -107` All plates are 2X4 except as noted. > „ .,iVl � ;. ays«p#spa � AD -AC 185 -110 AC-AB 188 111 V-U U T 189 -106 187 106 Wind .�'�„•+�, AB -AA 190 -112 - T - S 185 -105 Member design based on both MWFRS and C&C. �* {. (� `` AA- Z 191 -112 Z Y 192 S - R R P 183 104 _ • Additional Notes •' 1 - -113 Y - X 192 -107 - 175 -103 See DWGS Al 6015EN01 01014 & GBLLETIN1014 for "� • • '. gable wind bracing requirements., Maximum Gable Forces Per Ply (Ibs) *; Gables Tens.Comp. Gables Tens. Comp. wy� C -AE 174 -103 D -AD 88 - 65 W - J V - K 187 - 83 153 - 73 E-AC U-L .; 101 -74 00 100 -73 11 -74 0 G -AA 1- 73 S - N - 65 H - Z 187 - 83 R - O 174 -103 40:015A 3$ rf:5B 84'B0 BB 7F 4$ 0& 99 2E 95:F8 X - I 0 -162 • ItSI. item fins!]Bari ekciraniciEty ssgned and .caldd hp o4anitcl:ii artyat;- PE ICI„t9c p473&21't•'Ktttlatalesl4GWnD6quC k;�inq.a 5f!Ari_ auth-6:4 Ciim"Ode: `�rtniu2ce�laz,oPthixdocunenta;cn tcansidzrod:3'gnedpmdxna{ed' and ttc s,:a>iYutiientscatlenYaJu.rs�t�eyaril;ed"cnlanyelnctmric' "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 Component Safety Information, by TPI � SBCA) for BCSI (Building % an safety practices prior to performing these functions. -Installers shall provide bracing er BCSI. Unless noted otherwise,top chord shall have attached s ructuraI sheathing and bottom temporary have aney properly chord shall attacheTrUd ceiling Locations shown for permanent lateral restraint of webs shall have bracinp installed per BCSI sections a propperly 83, 87 or 810, ✓ om rrenrs, as applicable. Apply plates to each face of truss and position as shown above and on the Join C Details, unless noted otherwise. Refer to P� r drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinQ Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in ANSIITPI 1, for handling installation conformance with or shippin , and bracing of trusses. A seal on this dgrawing or cover pagpe listing this drawing, indicates acceptance of prof engineering responsibility solely for the design shown. The sunabllfty and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. r— morn in --tinn coo thie inh'c —.1 nnloe nano n d thorn wnh cRt AI'PIN F• uv."u W—ilv..r TPI- ....... ,ni n.n• —A . ....... If`f`• .......•,..•�,.. ...,. Job Number: 136DCS115 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 T10"7 10'8" 135"9 _ 21'4" T10"7 2� 9"9 2'9"9 710"7 1 T8"11 7'8"11 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: C Mean Height: 15.00 It NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. D=4X6 io 3X4(A1) III2X4 =-JA4 =-MJ 1112X4 1'7"5 2'11 "5 7'8" 11 -4 13'7"5 21'4" 10'8" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W B 869 / 397 / 529 / - / 229 / 8.0 F 805 / 360 / 463 / / - / 8.0 Pf: NA Ce: NA Lu: NA Cs: NA VERT(LL): 0.035 J 999 240 VERT(TL): 0.081 J 999 180 Snow Duration: NA HORZ(LL): 0.016 G - - Wind reactions based on MWFRS HORZ(TL): 0.036 G B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 1.5 F Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES TPI Std: 2007 Max TC CSI: 0.655 Max BC CSI: 0.436 Bearings B & F are a rigid surface. Bearings B & F require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.500 FT/RT:20(0)/10(0) Plate Type(s): Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 16.01.00F.0504.20 A - B 27 0 D - E 1065 -933 B -C 1138 -1276 E-F 1187 -1281 WAVE 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 Pr9nSoCec�!Ic afthJsdtcumentsrc not cenit�erxd signet and.ssaled: and &O'S4AaaJut. Atiptim9ae.dntat6,Mari!c3rF5nycicctrarc5c tcpies "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propefly attachexn *d ceilin Locations shown for permanent lateral restraint of webs shall have bracing Insyalied per BCSI sections B3, B7 or Ei10, as applicable. AppYr plates to each face of truss and position as shown above and on theJoin Details, unless noted otherwise. hefer to drawings 160A-Z for standard ate positions. Alpine, a division of ITW Buildin$c�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1, or for handling shippin , installation and bracing of trusses. A seal on this dgrawing or cover page listing this drawing indicates acceptance of pro)essionq 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. omporrenrs, C f Job Number: 136DCS115 Ply: 1 SEQN: 539403 / T3 / GABL s 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 1 FROM: AH DRW: Truss Label: C1 Wgt: 78.4 Ibs .. / ... 03/30/17 �-- 1'8" --j-- 1'4" - { (TYP) T M 0 co 1 33 = Loading Criteria lost) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: C Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 lost 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/l/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "1313" uses design values approved 1/30/2013 by ALSC Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing requirements. T 14' 7' 7' G=_4X4 c7 'R 1) f fC9 14' 14' 1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udetl U# Loc R / U / Rw / Rh / RL / W B• 84 / 39 / 40 /- 112 Wind reactions based on MWFRS / 168 Pf: NA Ce: NA Lu: NA Cs: NA VERT(LL): -0.001 F 999 240 VERT(TL): -0.001 F 999 180 Snow Duration: NA HORZ(LL): -0.002 E - - B Min Brig Width Req = - HORZ(TL):-0.002 E Bearing B is a rigid surface. Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.118 Maximum Top Chord Forces Per Ply (Ibs) TPI Sid: 2007 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 G - H B - C 14 -66 H - 1 C - D 61 -28 1-1 213 157 105 -26 -48 - 69 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Plate Type(s): Max Web CSI: 0.061 Mfg Specified Camber: VIEW Ver: 16.01.00F.0504.2D WAVE D - E 113 -17 J - K E-F 165 -14 K-L 87 84 - 89 -106 F-G 221 -17 L-M 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-V 145 -46 R-Q 164 -49 V - U 153 - 47 Q - P 159 - 50 U-T 158 -48 P-O 155 -51 T-S 161 -49 O-N 150 -53' S - R 164 -49 N - L 144 - 55 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C - V 122 - 56 Q - H 205 - 83 D - U 115 - 75 P - 1 159 - 72 E-T 159 -72 O-J 115 -75 F - S 205 - 83 N - K 122 - 56 G-R 13 -89 ,Pr7ntaG.coptezmf tl sdcc�nmt'ucnet cansleecid tignecands lid and tficswA1,Z'xuthcntsr3tia5todminust Lu ycrlfiff"an anytleetia e: �cepiass "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 saiPety practices prior to performing these functions. Installers shall provide temporary a»ey bracing per BCSI. Unless noted otherwise,top chord shall have properly attached s}ructural sheathin and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insyalled per BCSI sections B3, B7 or 610, am orrarrrs. as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. defer to V 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 drawinp any failure to build the truss in conformance with ANSI/ PI 1, or for handling shippingp, installation and bracing of trusses. A seal on this tYrawmg or cover pa e , listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this d-awing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this iob's oeneral notes oaoe and these web sites: ALPINE: w .alnineitw.cnm• TPI- www tninst.nrn• cacA• w h,in l...tw n - icc- ,....., i.fe ...., t Job Number: 136DCS115 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 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: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 7' + 14' 7' 7' C=5X6 III LA4 7' 7' 7' 14' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.019 E 999 240 B 593 / 272 / 371 / - / 158 / 8.0 Lu: NA Cs: NA VERT(TL): 0.025 E 999 180 D 527 / 234 / 304 / / - / 8.0 Snow Duration: NA HORZ(LL):-0.009 E - - Wind reactions based on MWFRS HORZ(TL): 0.013 E B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 1.5 D Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.683 Bearings B & D are a rigid surface. TPI Std: 2007 Max BC CSI: 0.422 Bearings B & D require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.119 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 16.01.00F.0504,20 A - B 27 0 C - D 809 -738 B - C 777 - 739 ,SxAnia.G ccpicspf tF,�s�ccuane�C;rc rice rensldcrsd sP�nee,andsaaled akid'ekc5irm.i xuCfieriiiiat�Csi aide MSLst Sn u�rir�9 ati aie/�lactimis�s.•; Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - E 598 - 536 E - D 598 - 536 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-E 311 -82 **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 temporaryy BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a properly � id ceiling Locations shown for permanent lateral restraint of webs shall have bracing insla!led per BCSI sections 83, B7 or 810, e._ Appiy plates to each face of truss and position as shown above and on the Join T Details, unless noted otherwise. defer to OA1rlllne rtg, uc 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 shippin , installation and bracing of trusses. A seal on this rTrawmg or cover page , listing this drawing indicates acceptance of profiessiona� engmeerm responsibility solely for the design shown. The suitability and use of this trawing for any structure is p e responsibility of the Building Designer per ANSI/TPI 1 Sec.2. r Job Number: 136DCS115 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 Wgt: 37.8 Ibs .. / ... 03/30/17 5' 10, 5' 5' C= 4X4 12 6 M O N 2X4(A1) B C=2X4(A1 43 A E F 1112X4 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: 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 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "13B" uses design values approved 1/3012013 by ALSC Wind Member design based on both MWFRS and C&C M co 5' 5' 5' 10, 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): 0.006 F 999 240 B 438 / 202 / 287 / - / 134 / 3.5 Lu: NA Cs: NA VERT(TL): 0.013 F 999 180 D 438 / 202 / 287 / / - / 3.5 Snow Duration: NA HORZ(LL):-0.003 F - - Wind reactions based on MWFRS HORZ(TL): 0.006 F B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor: 1.5 D Min Brg Width Req = 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.214 Bearings B & D are a rigid surface. TPI Std: 2007 Max BC CSI: 0.208 Rep Factors Used: Yes Max Web CSI: 0.081 Maximum Top Chord Forces Per Ply (Ibs) FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): A - B 27 0 C - D 359 -492 WAVE VIEW Ver: 16.01.00F.0504.2D B - C 358 -492 D - E 27 0 FrintaE.ccpiex or tFls�dccwnenriuc trot cansiderid u4nre =d —led as,d tfa`.S1:A>g aut5,"ew5tdtanuniado-.inls5tiie utirirrd cei myple<t"ra_,&" Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - F 394 -183 F - D 394 -183 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-F 213 -27 "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 and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an � SBCA) for sa{�ety practices prior to performing these functions. Installers shall provide temporar / aney bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly attachedrigidceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. .hefer to omponenrs, nc drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildincL Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSnPI 1, or for handling shippin , installation and bracing of trusses. A seal on this dgrawing or cover pa e , listing this drawing, indicates acceptance of pro )essiona� engineering responsibility solely for the design shown. The suigability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS115 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 3' I 7' 10, f 3- T 4- 3, 1 I T co 0 T 43 1J. 3'1"12 3' 1 "12 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 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 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "136" 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 plf 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 pif at 6.97 BC- From 20 plf at 6.97 to 20 plf at 10.00 BC- From 4 plf at 10.00 to 4 plf at 11.00 TC- 128 Ito 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. =4.,C6 T I I I ZA4 = ,JA4 3'612 3'3"8 1 6'8"8 10, Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W B 688 / 341 / - / - / - / 3.5 Pf: NA Ce: NA VERT(LL): 0.017 G 999 240 Lu: NA Cs: NA VERT(TL): 0.038 G 999 180 E 685 / 340 / / / / 3.5 Snow Duration: NA HORZ(LL): 0.007 G - - Wind reactions based on MWFRS HORZ(TL): 0.016 G Creep Factor: 1.5 Max TC CSI: 0.314 B Min Brg Width Req = 1.5 E Min Brg Width Req = 1.5 Bearings B & E are a rigid surface. Code / Misc Criteria Bldg Code: FBC 2014 RES TPI Std: 2007 Max BC CSI: ' 0.328 Rep Factors Used: Yes FT/RT:20(0)/l0(0) Max Web CSI: 0,062 Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A - B 27 -20 D - E 523 -1083 Plate Type(s): VIEW Ver: 16.01.00F.0504.20 WAVE B - C 523 -1093 E - F 27 -20 C - D 439 - 968 13 ,arrn3ed,ccplec orthAdccLmenl aac net censi&rsC argnedand ztsfed andthe5xn-,a'yutfiant�.aruss�2a�it.en�st Ln �tcrit'9�m ai6�i,ilcct�aric' ccpiass� 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 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 Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly d ceiling. Locations shown for permanent lateral restraint of we shall have bracing installed per BCSI sections B3, B7 or d10, e. Appgy plates to each face of truss and position as shown above and on the JoinQDetails, unless noted otherwise. defer tc omponents, 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 dgrawing or cover pa e , this drawing indicates acceptance of pro)essional engineering responsibility solely for the design shown. The suiTability se of this drawing for any structure is the responsibility of the uilding Designer per ANSI/TPI 1 Sec.2. Job Number: 136DCS115 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Truss Label: M3 Ply: 1 SEQN: 539406 / T22 / HIP_ Qty.2 TFROM. AH Wgt: 11.2 Ibs DRW: ti 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 " N 4"3 12 C cz 7-771 1r 2' 2' Wind Criteria Wind Sid: 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: h/2 to h C&C Dist a: 3.00 it Loc. from endwall: not in 9.0o ft GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 138 (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 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 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 Member design based on both MWFRS and C&C. ne, a sinc Snow Criteria (P9,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 L/defl L/# VERT(LL): NA VERT(TL): NA HORZ(LL): 0.000 D HORZ(TL): 0.001 D Creep Factor: 1.5 Max TC CSI: 0.094 Max BC CSI: 0.023 Max Web CSI: 0.000 Mfg Specified Camber: T co _d- T 03/30/17 ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 87 / 69 / 144 / - / 64 / 8.0 D 32 /5 /29 /- /- /1.5 C 13 /28 /12 /- / /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 13 0 B-C 6 -38 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B -D 0 0 srinteetcpias or th& dect:rnznt`src not eensiderzd stance and. scaled aridr[F.e5T�1+2yu[fiertKatl¢neodc mi st he uerlfac! ca, anyelntrarrs: ��'ccpfau .. FUN IS READ AND FOLLOW ALL NOTES ON THIS DRAWING! cults extreme a care n y T atinppHhanndlin , shGTO pi g,IS DRAWI4installli gLL rand bracing. 1NRC fe Dto and folElowshe latest edition of BCSI (Building Safety Unless ntitecJ oihenaise,t pBchord hall have prtoperly attached sotuc'tugr these d hintio nd bottom shall h sharll ices a prorerly aney p ) or saeg ga e cAlpPTy p aies t i eacf°W ceoo teuss endtp setioln asrshown above snd onvtherJoinf ins at ed per Bhoted otherotherSe.B7I�e eH 0, � omponenrs, nL 50A-Z for standard plate positions. rision of ITW Buildingp� Components Group Inc. shall not be responsible for any deviation from this drawinc� any failure to build the formaoce with ANSto I/TPI 1, or for handling shi Uct iq drawingq indicates acceptance of ro#essiona engineering responsibility solely for the design shown. The suiTability f this drawing for any structure is the responsibilityofthe udilding Designer per ANSI/TPI ybracing of trusses. A seal on hSecd2Wing or cover pa e ability iation see this iob's aenerai notes oaoe and these we.h sit- Al otn��.------ . _, .. J. 0 Job Number: 136DCS115 Ply: 1 SEQN: 539408 / T19 / EJAC 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 8 FROM: AH DRW: Truss Label: EJ7 Wgt: 23.8lbs .. / ... 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 " T 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 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 Bot chord 2x4 SP #1 Lumber value set " 136" 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 1A Z Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): NA VERT(TL): NA HORZ(LL): -0.014 D HORZ(TL): 0.031 D Creep Factor: 1.5 Max TC CSI: 0.496 Max BC CSI: 0.368 Max Web CSI: 0.000 Mfg Specified Camber: C ♦ Maximum Reactions (Ibs) Lac R . I /Rw /Rh /RL /W B 336 / 117 / 259 / - / 173 / 8.0 D 127 /20 /101 /- /- 11.5 C 171 /133 J91 /- /- /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 77 -151 .aiinodccpfn cr ttsfs 4=4Menrar41j6t considef4d ttgnfl6 ands lad anditc.'svi+i :iutT�rntcytsun'enJo-.Rnsstire xcrir�3 en anyrplaetran?e� 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, 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 % arrey bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ✓ attacherigidceiling Locations shown for permanent lateral restraint of we shall have bracing ins ailed per BCSI sections B3, B7 or B10, om arrtrrrs. as applicable. Apply plates to each face of truss and position as shown above and on the Joint" Details, unless noted otherwise. kefer 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 shipping, installation and bracing of trusses. A seal on this d-rawing or cover pa e , listing this drawing indicates acceptance of pro essionat engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIrrPI 1 Sec.2. ri Job Number: 136DCS115 Ply: 1 SEON: 539409 / T23 / EJAC . 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Oty: 6 FROM: AH DRW: Truss Label: EJ7A Wgt: 21.0lbs .. / ... 03/30/17 =2X4(A' T 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:5.0psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 7' 7' Snow Criteria (Pg,Pf in PSF) Defi/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): -0.017 C HORZ(TL): 0.034 C Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.505 TPI Std: 2007 Max BC CSI: 0.373 Rep Factors Used: Yes Max Web CSI: moo FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.00F.0504.20 No 047182 • SERIAL M. . 4601.5A 38.FF 58 81 BO B 7F 48 00 99QE 85 FB rhis item haS been eleainnlcaity sigeee and Scaled by IAancel lAartiney PE IFL. Uc:tla7102) cnthe date Shawn Above'-Anga SNr.-1 autherrtkanen cede. Fantod ccpieS of thk &<Lment arc net can0acred signed and sealed and thc5*vixz autTenticptlun code mist Se vedricl as any eleceFarA:: copies. B ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W A 270 / 79 / 188 / - / 151 / 8.0 C 128 /21 1104 /- /- /1.5 B 174 / 135 / 95 / - / - / 1.5 Wind reactions based on MWFRS A Min Brg Width Req= 1.5 C Min Brg Width Req= - B Min Brg Width Req= - Bearing A is a rigid surface. Bearing A requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-B 78 -152 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. A-C 0 0 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire e reme are in fabricating, handling, shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ( Safety Information, by TPI and SBCA) for safPety practices prior to performing these functions. Installers shall provide temporaryV BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ceilin Locations shown forermanent lateral restraint of webs shall have braclnfq installed per BCSI sections B3, B7 or 810, e., Apply plates to each face, o truss and position as shown above and on the Join Details, unless noted otherwise. defer to a division of 1 HI 1; Or for h acceptance any structure failure to build the Ig or cover pa e wn. The suigabdtty orupanents, uc Y 1 -) ,lob Number: 136DCS115 Ply: 1 SEQN: 539407 / T32 / EJAC 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: JAH DRW: Truss Label: EJ31- Wgt: 12.6lbs .. / ... 03/30/17 9 12 6 SO o to ` T � 2X4(A1) B '- N 4" 3 A D 3' 1' 3' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D Des Ld: 37.00 EXP: C Mean Height: 15.00 ft HORZ(TL):-0.003 D NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 1.5 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2014 RES Max TC CSI: 0.174 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2007 Max BC CSI: 0.071 Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Loc, from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): VIEW Ver: 16.01.00F.0504.20 Wind Duration: 1.60 WAVE Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set "13B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 3 nRL. ♦ 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 Aiiritocep(caor thh�reuanentsr� nct censl�srxd t?.jnec pndsvaled and'thcsww zvtlirat canur;'so�rrri5�st Lnycrlikd 0 WeIecti-Ac 'i:trpies:- "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nent Safety Information, by TPI an � SBCA) for saety practices prior to performing these functions. Installers shall provide temporary ,Ter BCSI. Unless noted otherwise,top chord shall have properly att ched structural sheathin and bottom chord shall have a properly ri id ceiling. Locations shown for ermanent lateral restraint of we shall have bracingq insyalled per BCSI sections B3, B7 or Bi 0, icab�e. Apply plates to ach face o truss and position as shown above and on the Join Details, unless noted otherwise. befer to 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 ANSI PI 1, or for handling shipping, installation and bracing of trusses. A seal on this dgrawing or cover Pape this drawing indicates acceptance of pro)essional engineerin responsibility solely for the design shown. The suifability >e of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. aney ✓✓✓ ompomnrs, t,r t Job Number: 136DCS115 Ply: 1 SEQN: 539413 / T16 / JACK 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: AH DRW: Truss Label: BJ5 Wgt: 16.8 Ibs .. / ... 03/30/17 1 5' 5' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II Des Ld: 37.00 EXP: C Mean Height: 15.00 If NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 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 Lumber value set 1313" 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 Udell U# Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL):-0.007 D HORZ(TL): 0.010 D Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TC CSI: 0.309 TPI Std: 2007 Max BC CSI: 0.182 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): VIEW Ver: 16.01.00F.0504.20 WAVE ICI047182, 3 O STATIE.'OF: 40015A38:FF5BB1BOBB7F48t7U992E'85 O Thls itcrn teas liven e4ecitc niGaVq�s( ne.d mnd':,eale� Gy y7gn�cicl+7artinv. ?[ Ix�: Ifc. parr97t cn tnv vaoeshawnaL>auc u:4ng.a SHRt3 ' aatnvnN:a[ien coda. 9rUitvc ccpie: ci tF3z drevrnenr�arc not censlrcrzA sgnzC and'sza4ed'. and tFe-SxL1.S zetGnent�cptlun Co3o- itt�st Lz v&rllscd ai 5nyelvctw.isic; eapfes C c� o � CV T M ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 263 / 96 / 208 / - / 129 18.0 D 90 /13 /70 /- / /1.5 C 119 /93 /62 /- /- /1.5 Wind reactions based on MWFRS B Min Big Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req ='- Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 53 -120 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ne care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ormation, by TPI and SBCA) for saety practices prior to performing these functions. Installers shall provide temporaryy ess noted otherwise,top chord shall have properly attached structural shpathin and bottom chord shall have a properly Locations shown for permanent lateral restraint of webs shall have braclnq i0alled per BCSI sections B3, B7 or 910, plates to each face, of truss and position as shown above and on the JomiDetails, unless noted otherwise. hefer to J aney ornporrenrs. uc a division of ITW BuildingComponents Group Inc. shall not be responsible for any deviation from this drawin any failure to build the in conformance with ANSI/l PI 1, or for handling shippinj, installation and bracing of trusses. A seal on this d9rawmg or cover page , g this drawing indicates acceptance of rofessiona engineering responsibility solely for the design shown. The sui ability use of this drawing for any structure is tie responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 113 r Job Number: 136DCS115 Ply: 1 SEON: 539412 / T17 / JACK 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Oty: 4 FROM: AH DRW: Truss Label: BJ3 Wgt: 12.6lbs .. / ... 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 " 4P 4"3 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 psi BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 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: 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 C 3' 3' 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 CSI: 0.174 Max BC CSI: 0.072 Max Web CSI: 0.000 Mfg Specified Camber: T fo O r T ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 193 / 76 / 162 / / 86 18.0 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 4D 015A,38;FF 58 81 B0 BB7F 48 00 99 2E 85TB Yfils item has treat S:{eainniesOr is�tlCB hnC sealed tryli,antxel Martinei, ?L I>L, tfic: h6T192} Cn the dale• Sh.ma,16o4C rr£ng a 5HAK2 aitACrti:ailCn crdd. Runtud curies 61thkdccnnrent wo nri cansiderzd t.; and sealed and the S'. A«i znther ticallon'=hdo nest he varifed ar` aSr,cicctraric .capin. Maximum Bat 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, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for saety practices prior to performing these functions. Installers shall provide temporary airey bracing er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro My attacheSripid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins'yalled per BCSI sections B3, 87 or 910, om nears, � as applicable. Apply plates to each face of truss and position as shown above and on the JoinQDetails, unless noted otherwise. Refer to Po 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 drawinq any failure to build the truss in conformance with,ANSI/� PI 1, or for handling shippin , installation and bracing of trusses. A seal on this drawing or cover paqe , listing this drawing indicates acceptance of pro#essional' 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. [ , a Job Number: 136DCS115 Ply: 1 I SEQN: 539410 / T18 / JACK l 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 4 FROM: AH DRW: Truss Label: BJ1 Wgt: 11.2lbs .. / ... 03/30/17 —V A 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 1313" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 12 6 2X4(A1) B C f T T - _o L0 co T 1' 1' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): NA B 150 / 77 / 145 / - / 42 / 8.0 Lu: NA Cs: NA VERT(TL): NA D 11 / 10 / 18 / / / 1.5 Snow Duration: NA HORZ(LL): 0.000 D C -14 128 / 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 Code: FBC 2014 RES Max TC CSI: 0.163 D Min Brg Width Req = - TPI Std: 2007 Max BC CSI: 0.015 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 16.01.00F.0504.20 s<xrntod,ceple: or tt6s�dccaanem}'srz nut cansl�crod sa�nea,atld'sraled. andthc3 A:F-auttientltautin rdJ,u iftuyct6o,Ncr7Picd crrarvyelc<tra�e =`copfai:� Chords Tens.Comp. Chords Tens. Camp. A-B 27 0 B-C 28 -19 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "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 satPety practices prior to performing these functions. Installers shall provide temporaryJ and bracing per BCSI., Unless noted otherwise,top chord shall have properly attached structural sheathing end bottom chord shall have a propery attached rigid ceilln Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 87 or B10, om orrents, , as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. befer 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 drawing any failure to build the truss in conformance with ,ANSI/I PI 1, or for handling shipping, installation and bracing of trusses. A seal on this drawing or cover page , listing this drawing indicates acceptance of protessiona3 engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. For more information see this lob's aeneral notes oaae and these web sites: ALPINE: www.aloineitw.com: TPI: www.toinst.oro: SBCA: www.sbcindustrv.com: ]CC: wwm.icesafe.oro M1 Job Number: 136DCS115 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: 11.2Ibs .. / ... 03/30/17 r V 4"3 V Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Lumber value set "1.3B" uses design values approved 1/30/2013 by ALSC Wind Member design based on both MWFRS and C&C. 12 6 C 2X4(A1) B F.0 co o T T T 1' �-- 1, 1' Snow Criteria (Pg,Pf in PSF). Defl/CSI Criteria .Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Pf: NA Ce: NA VERT(LL)': NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): 0.000 D HORZ(TL): 0.000 D Code / Misc Criteria Creep Factor: 1.5 Bldg Code:. FBC 2014 RES Max TC CSI: 0.163 TPI Std: 2007 Max BC CSI: 0.015 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 No 041102, 40:015A 38: FF' SB 81 Bd BB 7F 48 00 99 2E 85 fi3: rtils,item haspecr eMurpnicstlyged one, Seale¢ by M7antzsleRSSrnne�;, .gel`s1:1%.•a?risslprct�evafeshawaalza�¢triog.aSH�xt � ' ' -a4[hent;:aticrs calla: .PrintoGc pt-es cl t!sk. e+cumenhsrgn tcaatsk and s?gnecsnd-lad== ar,d tFc S+vl*Eavt9icntuaslun codaxn�t IDe ��crif c� ir` 5ny�lctt�ar.3c; cepiex: ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 150 / 76 / 145 / - / 42 / 3.5 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 Bat 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 require extreme care in fabricating, handling, shipping, installing.and bracing. Refer to and follow the latest edition of BCSI (Building nent Safety Information, by TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary Ter BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a propeny rippid ceilin Locations shown for permanent lateral restraint of webs shall have bracing ins ailed per BCSI sections B3, 67 or B10, icab�le. App�y plates to each face of truss and position as shown above and on the Join9Details, unless noted otherwise. defer to Is 160A-Z for standard plate positions. a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance with ANSI/I PI 1, or for handling shippin , installation and bracing of trusses. A seal on this clrawmg or cover pa e , this drawing indicates acceptance of pro#essiona[ engineering responsibility solely for the design shown. The suitability ;e of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. J aney omporrenrs, m - 1 Job Number: 136DCS115 Ply: 1 SEQN: 539416 / T21 / HIP_ 4EBB 1828-Cali "D" LL OL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 2 FROM: Al- DRW: Truss Label: CJ7 Wgt: 42.0lbs .. / ... 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 " T 4°3 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 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 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Lumber value set "I 3B" 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 TO- 238 lb Conc. Load at 7.07 BC- 23 lb Conc. Load at 1.41 BC- 103 lb Conc. Load at 4.24 BC- 179 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. 6'3" I 9110"1 6'3" 37' 0 6'l'4 3'2" 6'1 6'1"4 9'3-4 9'1 1 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): 0.015 G 999 240 VERT(TL): 0.034 G 999 180 HORZ(LL): 0.004 F - - HORZ(TL): 0.010 F Creep Factor: 1.5 Max TC CSI: 0.241 Max BC CSI: 0.326 Max Web CSI: 0.256 Mfg Specified Camber: ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 330 / 208 / - / - / - / 10.6 E 385 /175 /- /0 /0 /1.5 D 29 /14 /- /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 E Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 16.01.00F.0504.20 Chords Tens.Comp. Chords Tens. Comp. A-B 14 -11 C-D 55 -72 B - C 330 - 650 .t?xiri4ed,ccgia or tM�s>aecunen!'si not cons hipxod st�nea amd.ssnled : and Ff:E`.SyiAxi�urticntlLiGI63i YCIJFYSnliS[ }IG NCtiri45( Iriti anyrle<t"ran7t:'. Maximum Bet Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- G 604 - 290 F- E 0 0 G - F 591 - 288 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - C 286 - 47 C - F 345 - 709 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricatingg, handling, shipping, installing,and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anti SBCA) for safety 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 properly �fd ceilin Locations shown for permanent lateral restraint of webs sha11 have bracing ins�alled per BCSI sections B3, B7 or 810, e. App7jr plates to each face, of truss and position as shown above and on the Jo!ngDetails, unless noted otherwise. befer to J aney omponents, uc z 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/ PI 1, or for handling shipping, installation and bracing of trusses. A seal on this dgrawmg or cover page this drawing indicates acceptance of professional engmeering responsibility solely for the design shown. The suitability oe of this grawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. n W .job Number: 136DCS115 Ply: 1 SEQN: 539424 / T25 / HIP_ 4EBB 1828-Cali "D" LL OIL /DR Horton /4EBB 1828-Cali "D" LL OL Qty: 2 FROM: JAH DRW: Truss Label: CJ31- Wgt: 16.8lbs .. / ... 03/30/17 f T-3 Loading Criteria (psf) TOLL: 20.00 TCDL: 7.00 BOLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " 17 C 4'2" 3 1 t5�t 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: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Value Set: 13B (Effective 6/1/2013) Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Lumber value set " 13B" uses design values approved 1/3012013 by ALSO Loading Hipjack supports 2-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. 4'2"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): 0.001 D HORZ(TL): 0.002 D Code / Misc Criteria Creep Factor: 1.5 Bldg Code: FBC 2014 RES Max TO CSI: 0.091 TPI Std: 2007 Max BC CSI: 0.052 Rep Factors Used: No Max Web CSI: 0.000 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 16.01.00F.0504.20 ?rintuG eepicz of tMds �cezrnaniuc nut canlCcrzA .tgnaa and'.sssled andthcsx41•Z yaUim ontm;esild.rna tLekarittg cr anyplactiaric; ccplers T to T r Q7 N ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 84 /45 /- /- /- /3.5 C 64 /48 /- /- /- /1.5 D 28 /- /7 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 C Min Brg Width Req = - D Min Brg Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 9 -6 B-C 21 -16 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 s require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nent Safety Information, by TPI an SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing nd bottom chord shall have a pro�erly rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracing install ed per BCSI sections 83, B7 or 10, I abQe. App�y plates to each face of truss and position as shown above and on the JoinDetails, unless noted otherwise. Nefer to Is 160A-Z for standard plate positions. J aney ompwrenrs, uc a division of ITW Buildin 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 shippin ,installation and bracing of trusses. A seal on this rowing or cover pa e , this drawing indicates acceptance of prolessiona� engineerin responsibility solely for the design shown. The suigability se of this thawing for any structure is the responsibility of the Bguilding Designer per ANSI/TPI 1 Sec.2. Or ,ft Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 0rl 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orl 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ori 120 moh Wind Soeed, 15' Mean Heloht, Partially Enclosed. Exoosure D. Kzt = 1.00 S 2x4 �GrcBrace Gable VerticalNo Spacing Species Braces (1) Ix4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace ww (1) 2x6 'L' Brace w (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 _P#1 / #2 3' SO' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' S P P #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' U P Stud 3' 8' 5' 9' 6' 1' 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' o Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' 1' 8' 11' 9' 6' 10' 4' ill 1' 14' 0' 14' 0' n% #1 4' 0' 1 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12, 9' 14' 0' 14' 0' J S P #2 3' 10, 6' 7' 6' 10, 7' 9' 8' 1'• 9' 3' 9' 7' 12' 2' 12, 8' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, 11' ill 8' 14' 0' 14' 0' (U I D P L Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10' 11' 11' 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' II' 9' 8' 10' 4' 13, 1' 14' 0' U #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 P #3 4' 2' 7' 1' 7' 9' e' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' U I I I - H Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' O f 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 #2 4' 5' 7' 6' 7' 9' 8' 10, 9' 3' 10' 7' 11' 0' 13, 11' 14' 0' 14' 0' 14' 0' 110 #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 f 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, II' 10' 12' 7' 14' 0' 14' 0' #1 / #2 4' 10' 8' 3' B' 7' 9' 9' 10, 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' d S P P #3 4' 7' 8' 2' 8' 5' 9' e' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' LD U I I Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' O f� f Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' lI' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X 41. 5' 1' 8' 5' 8' 8' 9' Ill 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' #3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 14' D' 14' 0' 14' 0' �-t r D f L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12, 0' 13' 7' 14' 0' 14' 0' 14' 0' ➢lagonal brace options vertical length may be doubled when diagonal brace Is used. Connect diagonal brace for 600111 at each end. Max web total length Is 141, Vertical length shown In table above. Connect diagonal at mldoolnt of vertical web. ALA N F AN fFW COMPANY 13389 LakeUonl Drive Eenh City, MO 63046 Truss / 1 Ia A L Brace 31f 31E 2x6 DF-L #2 or better diagonal T- brace; single I l8' or double cut A (as shown) at L 1 upper end. girl 41 `1!� '., �+`p�••. 6,,--•eryj�� Refer to chart above for .tl 1,utl ; ng aWARND;Ghiw READ AND FOLLOW ALL NOTES RI THIS DRAVDIGI -IMPORTANT FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLER& ` P \GEMS Trusses require extreme care In fabricating, hand0ng, -shipping, Inst.Uing and bracing, Ref.rt to and V, Alow the latest edition of BCSI (Buildingti Component Safety Informaon, by TPI and SBCA) for'.safety mctices prior to performing these functions. Installers shall provide temporary b-clig per PCSL ./ ,less noted otherwise, top chord shall have properly attached structural sheathing and botton chord mil have a properly attached rigid celOng. Locations shorn for permanent lateral restraint of robs - tall have bracing Installed per BCSI sections 43, B7 or 11110, as applicable. Apply plates to each face ' truss and position as charm above and on the Joint Details, less noted otherwise. ifer to drarings 160A-Z for standard plate positions. Alpine, division of ITV Building Components Group Inc, shall not be responsible for any devintlon from All is drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, stallatlon 6 bracing of trusses. A seal on this drawing or cover page listing this drawbg, Indicates acceptance of professional gineerft responsibility solely for the design shorn The sultab0lty and use of this drawing ,r any structure Is the responsmulty of the Building Designer per ANSI/TPI 1 SecZ i For more Information see this Job's general notes pnge antl these eb sites, AA��a °r0'+AOtltt\\\\` ALPINE, r ealpineltwcom) TPI, www.tpinst.orgl SBCA, wwwsbcindustry.orgl IM wwNecsaFo.org Bracing Group Species and Grades, Group A: S ruce-Plne-Fir Hen -Fir #1 / #2 Stnndard #2 Stud #3 Stud 1 1 #3 Standard Dou las Flr-Larch Southern Pinewww #3 #3 Stud Stud Standard Standard Group Bi Hen -Fir #1 4 Btr #1 Dou as Flr-Larch Southern Plnewww #I #I a2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). wwFor Ix4 So, Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these ,odes. 11 Gable Truss Detail Notesi Wind Load deflection criterion Is L/240, Provide uplift connections for 75 plf over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' D' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nails, )K For (1) 'L' brace, 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 18' end zones and 6' o.c, between zones. 'L' bracing must be a minimum of 80% of web member length, Gable Vertical Plate Sizes + Refer to common truss design for peak, splice, and heel plotes, Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 Vertical Len th Less than 4' 0' Greater than 4' 0', but less than Il' 6' n3X Greater than I1' 6' MAX, TOT, LD, 60 PSF MAX. SPACING 24,0' Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Ori 140 MPH Wind Speed, 30' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ori 120 moh Wind Sneed, 30' Mean Helnht. Partially Fnrinaed. Fxnnsure n. K>t = tnn S 2x4 Brace Gable Vertical Spacing Species IGrade No Braces (1) Ix4 'L' Brace w (1) 2x4 'L' Brace x (2) 2x4 'L' Brace xw (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 i--) #1 / #2 3' 8' 6' 3' 6' 6' 7' S' 7' 8' 6' 9' 9' 2' 11' 7' 12' 0' 13' 9' 14' 0' U S P r #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' V 11' 3' 11' 11' 13' 7' 14' 0' P Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' I' ill 2' 11' 11' 13' 7' 14' 0' Q Standard 3' 6' 4' 7' 4' It' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' V 14' 0' #1 3' 10' 1 6' 4' 6' 7' 1 7' 6' 7' 9' 8' 11' 9' 3' ill 9' 12' 2' 13' 11' 14' 0' —j S P #2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 1 11' 7' 12' 0' 1 13' 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' V 10, 1' 10, 10, 13' 8' 14' 0' (U D 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' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' u r #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10, 1' 10, 6' 13' 3' 13' 9' 14' 0' 14' 0' _ S P r # 3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' U u r Stud 4' 0' 6' 7' 7' 0' B' 4' 8' 8' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' (1) O ' I f Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' ll' 10' 4' 11' 10' 12' 8' 14' 0' 14' 0' #1 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' 10, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10' 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' U' D rr L Stud 4' 1' 5' 11' 6' 4' 7' it' 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 ' 48' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' ill 6' 14' 0' 14'' 0' 14' 0' 14' 0' d S P rr #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' U L� C Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' O I I r Standard 4' 5- 6' 6' 6' 11' 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' ill 8' 14' 0' 14' 0' 14, 0' 14' 0' d S P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' Ill 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 'Ni #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 6' 6' 10, 7' 3' 9' 1' 9' 7' Ill 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10, 11' 11' 5' 12, e' 13' 7' 14' 0' 14' 0' Bracing Group Species and Grades, Group AI S ruce-Pine-Fir Hem -Fir #1 / #2 IStandond #2 Stud #3 Stud #3 Standard Douglas Fir -Larch Southern Plnewxw #3 #3 Stud Stud Standord Standard Group BI Hem -Fir qt 8 Btr al Do u Los Fir -Larch Southern Plnewww #I #1 #2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). xwFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values mn be used with these rades. Gable Truss Detail Notes, . Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous hearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. AbOL'A IL Attach 'L' braces with 10d (0.128'x3.0' min) nails. able Truss )I( Far (1) 'L' brace, space nails at 2' o.c. In IS' end zones and 4' o.c, between zones. Diagonal brace option, )K)KFor (2) 'L' braces, space nails at 3' o.c. vertical length may be In 18' end zones and 6' o.c. between zones, � T doubled when diagonal 18, )K IV bracing must be a minimum of 80% of web brace Is used. Connect i L member length. diagonal brace for 690# I 'L' at each end. Max web I II Brace Gable Vertical Plate Sizes total length Is l4', )I(ll( Vertic¢l Len tin No S lice 2x6 W -L #2 or Less than 4' 0' 2%4 better diagonal 'r + Greater than 4' 0', but 4%4 Vertical length shown braces single L8, less than 12' 0' In table above. or double cut ,} 45' (as shown) at L 1 + Refer to common truss design for iupper end. peak, splice, and heel plates. Connect diagonal at ontlnuous Bearing Refer to the Building Designer for conditions midpoint of vertical web. I1111 Refer to chart above for max gn+k,le 111..r. not addressed by this detail.�(Nay length, wwWARNINGIww READ AND FOLLOW ALL NOTES IN THIS DRAVINGI wDIFIORTANTww FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. �� •` T '�/j REF ASCE7-10—GAB16030 Trusses require extreme care In fabricating, handling, hipping, Installing and bracing. Refer to and Fatlor the tatest edition of BCSI (Bulking Component Safety Information, by TPI and SBCA) for safety (�` �E11� e'f `` [ �, C. DATE 10/01/14 practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. DRWG A16030ENC101014 Unless noted otherwise, top chord hall have properly attached structural sheathing and bottom chord No d IILIIrJJf Illll^\\VVI II shalt have properly attachs Igld celting. Locations shown For permanent lateral restraint of webs J or Det as unlessappicoote.no Apply plates to each face shop have bracing In lased per BCSI and an the Re eruto and drawings 1 D -Z drawn above and to the Joint Detals, unless noted otnerdse. Refer to tlrarings 160A-Z for standard plate positions. _ AN 1TW COMPANY Alpine, division of ITW Building Components Group Inc. shall of be responsible for any deviation from this drowing, y Pali—; to bWld the truss In conformance with ANSI/TPI 1, or for hondling, shipping, Installation 6 bracing f trusses. ATE OF 7 .Q ' TOT. LD, 60 PSF A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional ,MAX, ��. O Lakefront Onve ngineer(g responsibility solely for the design shown The suitability and use of this drawing For any structure Is the responsibility of the BWlding Designer per ANSI/TPI 1 Sec2. - ... FI .. 'r.� Earth City, M063045 Earth ity,M For .ore Information a this job's page J general notes and these web sltes- �i/ 1AI AI ,1 Aa /y, Ai y' ALPINE- rrr,alpineltw,con, TPberrr,tolnst.aro, SBCAi rrrsbdndustrv.orm ICC, wrr.i«safe.ara /yc/,.. _ .>>�, Itltl A. MAX, SPACING 24,0" 'T Relnfol Memb Go Tr .. Gable Detail For Let -in Verticals Gable Truss Plate Sizes aproprlate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates. vertical plates overlap, use a to that covers the total area of .apped plates to span the web. 2X4 2X4 2X8 Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nails, 10d Common (0,148'x 3; ,min) Nalls at 4' o.c, plus (4) nails In the top and bottom chords. Toenalled NaRsl IOd Common (0,148'x3',min) Toenails at 4' o,c. plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine, gable detail for ASCE wind load, ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detall Drawings A11515ENCIOIO14, A12015ENCIO1014, A14015ENC1010I4, A16015ENC101014, A18015ENC101014, A20015ENCIOIO14, A20015ENDI01014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC1O1014, A113030ENC101014, A20030ENC101014, A20030ENDLOIO14, A20030PEDLOIO14 See appropriate Alpine gable detail for maximum unrelnForced gable vertical length. 'T' Reinforcement Attachment Detail Reinforcing 'T' Reinforcing Member Member Toe -nail - Or - End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length is 14' from top to bottom chord. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member, vilelo Length Increase w/ 'T' Brace Example. ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 Ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP N3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Goble Vertical Length 1.30 x 8' 7' = 11' 2' 'T' Relnf, Mbr. Size 'T' Increase 2x4 30 2x6 20 w•VARNINGIww READ AND FBLLOV ALL NOTES ON THIS BRAVING ..HwoRTANT.. FURNISH THIS BRAVING m ALL CONTRACTORS INCLUDING THE INSTALLERS, ttt"�- ��o`��j„ MA/� ''.,� REF LET —IN VERT DATE 10/01/14 Trusses require extreme care In fabricating, handling, shipping, InstalUng and bracing. Refer to and fella. the latent edition of SCSI CBuUEIng Component Safety Informaton, by TPI and SHCA7 for meaty prIto,loes prior to cUtIom f S these funotiona. Installers stall provide temporary bracing per safety `� f I t�.. �N Y,r S': DRWG GBLLETIN1014 Unless noted otherwise, top chord hall have properly attached structural sheathing and bottom chord shall hove a attached rigid calling. Locations for loteral �`�` o properly shown permanent restraint of webs shall have Installed per SCSI sections or as apWb Apply plates to each Face ., a �� and position the J Details, no Re truss and position as shown above and on the Joint Deta0.s, unlless noted otherwise. Refer to drawings 160A-Z For standard plate positions. = _ - AN mNeoMPANY Alpine, division of ITV Bullding Components Group Inc shall not be responsible for any deviation fro. this L bracing trusses the toss n conformance with ANSI/TPI 1, or for hnndUng shipping, - = ST TE OF MAX, TOT, LD. 60 PSF 'U.11on of A seal on this drawing or cover page listing this drawing, Indicates acceptance of professbnal % ' FAC, ANY engineers g responsbBlty solely for the desI shown, The ultabNty and use of this draw for any structure is the responsibility of tiie Building rre dog Designer per ANSI/TPI 1 Sel2 '� 4jjUR, %9 1�vP Q� R 13369 Lakefront 0rive Earth Liry,M063046 For .ore Information see this Job's general notes page and these web sltesi, ALPINE, www.alplrieltw.com) TPI, wwr.tpincst.orgl SBCA, www.sbchdustry.orgl ICG wwwlccsofe.org �(` �`}�� .. 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Callon L{ooa Uo104.!�d )K)K '.Aa44acl .40 2# 1-3Q '2#/T# 3dS 'E# dS {7x2 sgaM ',Aa4.}acl .Ao 2#/T# JdS -AO N2# dS irX2 p-AOL43 1-09 ua44aq uo 2# 1-3Q '2#/1# 3dS 'N2# dS VX2 puoU❑ dol 00•T=a-z>{ 13 'dx3 'pasopu3 '445PH uoaW ,0C 'qdw 09T :OT-L. 33Sd - lF)1-,DC[ Aa))'OA �s u Piggyback Detail - ASCE 7-10i 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg. located anywhere In roof, Exp C, Wind DL= 5.0 psf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg. located anywhere In roof, Exp D, wind DL= 5,0 psf (min), Kzt=1.0. Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c, detall Is not applicable if cap supports additional loads such as cupola, steeple, chimney or drag strut loads, xx Refer to Enolneer's sealed truss deslon drawing for oloovback and base truss soecIpicatlons. Detail A I Purlin Spacing = 24' o,c, or less 12 Up to 12 17 11 spacing = O.C. max 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, �\ using (2) 16d box nAttach purlin ails ng t(0135 x3.5').o the Fiat chord L—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 i Purlin Spacing > 24' o,c, Piggyback cap truss slant nulled 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 IOd box nails (0,128'x3') at 4' o.c. Attach purlln bracing to the flat top chord 12 using a minimum of (2) 16d box nails (0.135'x3.5'). Up to 12 V I I I I \\ 4' \\ I I \\ / I I I I Purlin Sparing > I I(/ 24' o.c. max L Full Top Chord Scab (Typical Each End) Chord Fiat 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, purlins must be Installed at 24' o,c, max. and use Detail A. 4T,yt�at�ii)11J1 DRANGI�`\� xvINPWTANT —•FURNISH THIS DRAWING TOALLARNIN.— READ .11 FOLLOW�CONTRAACTORS ILIKI)TES ON NCLUDING�LE THE INSTALRS Trusses require extreme care In Fabricating, handDng, shipping, Installing and bracing. Refer to and follow the latest ell- of SCSI (Buading Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functlons. Installers shall provide temporary bracing per BCSI. Unless noted otherwise, top chord hall have properly attached structural sheathing and bottom chord shell have a properly Igid celctlo Locations shorn far permanent lateral restraint of aces `s��IS `" V ��VC / �`` N LPOI� d IILaF—,� fled per as applicably. Apply plates to each Face shell have bracing Installed per BCSI cecd an the J or DBig,etails, f truss M lmg i 1 0 ac horn abays and to the Joint Detnlc, unless noted otherwse. Refer to drawings 160A-2 for standard plate positions. � AN fT1N COMPANY tLakefront MO 630453 Earth ty.ALPINE. Alpine, division of ITV Building Components Group Inc. shall not be responsible for y deviation from this drawing, any FoRure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, installntlon 6 bracing of trusses. A seal on this drawing or cover page listing this drawing, Indicates acceptance of professional rglneering responsibility solely for the design shown The sultabBlty and use of this droving fw any structure Is the responsmBlty of the Binding Designer per ANSI/TPI I Sect. For ore Inforratlon see this Job's general notes page and these web sltes� vww.alolneitw.conr TPB rrr.tolnst.orm SECA. wrw.sbcinductrv.oror ICG wvwJeecefo.oro ='Q !/ A7 Q� EE N Yam_ t. tAI �®Aw L'IS�A, IN The top chord #3 grade 2x4 scab may be replaced with either, of the followingi <I) 3x8 Trulox plate attached with (8) 0.120'x1.375' nails, (4) Into cap TC L (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0,120'xl.375' nails. Notes Nalling 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 3XI0 Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o,c. with (4) 0.120'x1.375' nails Into cap bottom chord and (4) In base truss top chord, Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset 8'x8'x7/16' (min) APA rated sheathing gussets (each face). Attach @ 8' o,c, with (8) 6d common (0,113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord, Gussets may be staggered 4' D.C. front to back faces. 2x4 Vertical Scabs 2x4 SPF 112, full chord depth scabs (each face). Attach @ 8' o.c, with (6) IOd 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 Wove Piggyback Plate One 28PB wave plggyback plate to each face @ 8' o,c. Attach teeth to plpback at time of fabrication. Attach to supporting truss with (4) 0,120'xl,375' nails per face per ply. Piggyback, plates may be staggered 4' o.c. front to back aces. NG 24,0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 X Hip Frame Details Hip Frame B/ 2. 'R' xthed Use this detail for: ASCE 7-10, 180 mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame - provided by truss Manufacturer, ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' Mean. Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated, Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So. Pine lumber, Residential, Wind TC DL=4,2 Kzt=1,00 Structura anels must be properly attached directly psf, �i To hiR�aP� �hTiy�lins, •-VARNINGWA READ AND FDLLDW ALL NDTES UN THIS DRAVINGI wwINPDRTANTa FURNISH THIS DRAWING M ALL CONTRACTORS INCLUDING THE INSTALLERS, Trusses require extreme care In fatn[oc"no, handling, shipping, Installing and bracing. Refer to and : ^ EN /y- %. V L- 1� �` �� REF HIP FRAME folio. the Infest ealtlon IF HCSI CeuOtling Component Safety Information, by TPI and SBCA) far safety practices prior to performing these functions. Installers shall provide tenporcry bradng per BCSI. unless noted otherwise, top chord hall have properly attached structural she. h1ng and bottom Chord shall have o properly attached rigid ceiling. Locations shown for permanent lateral rostraint of w.bs, shall have bradng Installed per BCSI sections 113, B7 or BID, as applicable. Apply to each face N ° _ = DATE 10/O1/14 DRWG HIPFR1801014 d O �Nr plates of truss and pposition as shown above end on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. 5/TA E OF AN I WOOMPANY Alpine, a division of ITV Building Canponents Group Inc shall not be responsible for any deviation from tNs d, 1no, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, Installatl_ L bracing of trusses. 9 � Q f-, O �l A seal on this dr..ing or cover page listing this drn.kng, Indkates acceptance of professionol nglneering resprnsNNty solely for the design shorn, The sultobBlty and13389 use of tNs tlro. for any structure Is the responsibility of the Mciing Designer per ANSI/TPI 1 Sec2. � /�i,A �IllAl \��4 front Drive Eadh City. MO 633045 For more Information see this Job's general notes page and these web sites ALPINE . walpineitw.con) TPI, www,tpinst.orgi SB, , www.sbcindustryorg) ICO .ew.1-safe.org - l�?}edelG(IYII(Ill lklt11tt1t`\!' 10 41 16 s• )e CLR Reinforcing Member Substitution This detail is to be used when a Continuous Lateral Restraint (CLR) Is specifled on a truss design but an alternative web reinforcement method is desired. Notes: This detail Is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement, Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Relnforecement Size Restraint T- or L- Reinf. Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4M 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x600 T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, 010 Center scab on wide face of web. Apply (1) scab to each face of web. T-Reinforcement Or T-Reinf, L-Reinforcement: or L-Reinf. Apply to either side of web narrow face. Attach with 10d (0,128'x3.0%min) nails at 6' o,c. Reinforcing member Is a minimum 80% of web member length. T-Reinf. L-Reinf, Scab Reinforcement: Apply scab(s) to wide face of web. No more than (1) scab per face, Attach with 10d (0,128'x3,0',m1n) nails at 6' o,c. Reinforcing member Is a minimum 80% of web member length, Scab Reinf, a FI �� I� II IIL� I� III�� AN ITW COMPANY 13389 Lakefront Drive Earth City. MO 3045 DRAVING ..WMTANT�FIJMISHTHIS DRAVM O ALL ONTIZaCCOM CUMIac TKE INST&LUS. Trusses require extreme care In Fabricating, hontlUng, shipping, Instal8ng d bracing. Refer to and folio, the latest edition of BCSI IBullang Component Saf¢ty Infarnntlon, by TPI wd III for saf¢ty prnetices prior to perforning these functions. Installers shall provide tenpornry brad ng per BCSL Unless noted otherrlse, top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid telling. Locations shorn For permanent lateral restraint of ebs as awnless ppll-b Apply plots to each Care chat uss¢ bracing Ion as¢tl per BCSI sections the J or Details, f truss and Rion a shorn above and on tins Joint getalc, less noted otherwise. Refer to drawings 160A-Z for stnntlortl plate positions. Alpine, dlvlsian of ITV Building Components Group Inc. shall not be reap for wy deviation fro. this drawing, any Failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, lnstallotlan L bur ing i truss¢s. A seal on this drawing or cover page listing this dr..Ing, Vacates acceptance of professional engineeringresponsmNty sdely forthe design shorn. The suitability and use of this drarhhg for any structure Is the responsibility of the Building Designer per ANSI/TPI I Sect For e more Information a this b's 1 notes a and these web sites, ALPINE, rrr.alpinelA.con, TPI rwr.tolnse t—,rrr.s SBCA, b.l Austrv.oro, ICD ... 1—af... a eL q`��i, Q` / `�`1V �/Ijs� �/�� V ^),I(� ✓Ji```'/ S .9 A OP ' �+-� ` ty Q d /'jjcy�i't �6 A WW �SOE fV— 1]"/l-1.... ae.\(�1� _ s� TC LL PSF TC DL PSF C DL PSF C LL PSF _ �T� LD, PSF REF CLR Subst, DATE 10/01/14 DRWG BRCLBSUB1014 DUR, FACE SPACING Id , XHW .0 bZ 9NI8ddS `\\\\1\l11 11/////' \ ♦♦♦�, ,�f\t�� ^�� "✓/sn hj ♦ \` J U,a //i s♦♦/'y% ` �p O w,YO�j�� 1 O s v y b i ♦(7 j}j/I �' ,/—• J"7 s}( R` p� P 'ON o��\� r"ee'l�fe • . ..- ..�i .` BJo•a;oU' Dr... 031 fBJo•tJysnpNOgswww iVOSS BJo'ysuidi'..w -Idl Nor.3laNdlo•.w. 3NId,V }l qa. asa47 P.. a9od at.. 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MAX„ OR SEE NEXT OPTION, - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH). APPLY REQUIRED BRACING (SEE BELOW), OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. - FALSE FRAMES MAY BE SIMILARLY• APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS). )KLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD, REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' ❑,C, IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER PER THE LATEST VERSION OF ANSI/TPI. THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' ❑,C. MAX. SPACING AND IOPSF MAX. CEILING LOAD., WITH THE EXCEPTIONS nlnrrn ❑N THIS SHEET T USE THIS DETAIL F❑R, ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOP :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME, 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES. 3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL. TICALS SPACED APART MORE THAN PANEL POINTS <IF>4'-0'), iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITH❑UT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION, SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION. USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE), FIELD APPLIED - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. - J❑IN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0,128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN. VERTICAL BLOCK - MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑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 TRUL❑X PLATES WITH (4) 11 GAUGE <0,120') 4.375' NAILS INT❑ EACH MEMBER CONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS). - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN. BLOCK SCAB, CENTERED ON THE SPLICE J❑INT, ATTACHED WITH (6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE J❑INT CONE FACE ONLY), —VARNINGW READ AND FOLLOV ALL NOTES ON THIS DRAVINGI ` �>` �� Ivl/j ..IMPORTANT— FURNISH THIS BRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. `J REF BC FILLER Trusses require extreme care In fabricating, handling, shipping, Installing and bracing. Refer to and `� foil,* the latest *oil- of BCSI ("I'll Component Safety Inforratlon, by TPI and SBCA) for safety Q� �GENS,t� � � DATE 10/01/14 practices prl,r to performing these functions. Installers shot( provide temporary bradng per BCSL unless noted otherwise, top chord shall have properly attached structural sheathing and bottom char N - DRWG REPBCFIL1014 shall have a properly attached *told celling. Locations shown for permanent lateral ...trdnt of webs d �� I� I1 shall have and position installed per BCSI sections the J or Details, as applicable. Apply plates to each face O 111J11\\\VVI II of truss and position s ham above and on the Joint ➢etntc, uNess noted otherwise. Refer to drawings 160A-2 for standard plate positions. At [me, division of ITV Building Components Group Inc shot[ not be responsible for any devlbticn fro fa` A F Q� AN RW COMPANY this drawing, any failure to bWld the truss In conformance with ANSI/TPI 1, or for handling, shipping, A Installatl,n 6 bracing of trvsses. �^' S A seal on this drawing or cover page IGtlnp this drawls b-4-tes ,cce of professional ngYleerlrig esponsblllty solely for the design sho*n. The suitability and usp a of this drawing .�4 d R 1 `�' for any structure Is the responsb➢Ity of the Wilding Designer per.ANSI/TPI l S..Z �o 13389 Lake➢onl Drive 4� C' It Earth City, MO 63045 for more Information see this Job's general notes page and these web sites* Al ALPINE wrr.alpineltw.cora TP➢ t. rww.tpinsoror SBCA, www.sbcindustrv.or„ ICO ...Jresafo.aro SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 Mph wind, CAT II, EXP C, 30.00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00, ASCE 7-10 160 Mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 ft mean hgt, located anywhere in roof, wind TC DL=4.2 psf, wind BC DL=6.0 psf, Kzt = 1,00. Minimum 2X4 scab, sane grade and species as top chord designated on Engineer's sealed design and three times the overhang length, Attach overhang scab to one face of top chord with 10d box (0.128"x3.0', min) nails at 8° o.c. plus clusters of four nails where shown in figure below 00, NOTE: #2 is the minimum lumber grade allowed for all species. NOTE: Add 210# uplift (max.) to reported truss uplift for wall connections, ••VARNINGW READ AND FDLLDV ALL NUTESTRACT DN THIS DRAVINGI ••INPtQ2TANT•• FURNISH THIS ➢RAVMG TO ALL CONTRACTORS INCLUDING THE INSTALLERS ` J'Gt' - "' �� ;� ��,, T❑TAL TOP CHORD REF 2X4 SCAB ❑.H. DATE 10/01/14 Trusses require extreme care In fabricating, handling, shipping, InstalOng and bracing. Refer to and folio. the latest edition of SCSI (Butdhg Component Safety Information, by TPI and SBCA) for safety .� �` �GENS F `1 LOAD NOT T❑ 40 PSF practices prior to performing these functions. Installers shall provide temporary bracing per BCSL Unless nootherwise, top chard hall have properly attached structural sh¢athing d bottom chard g %EXCEED _ No (DEAD PLUS LIVE) DRWG ❑HSCB2X41014 shall have a properly attached igid ceRing• Locations shown for permanent lateral restraint of webs shall have bracing installed SCSI sections B3, B7 or BIg, Apply to face = A X I7�7 d _ I`f�\vlll per as applicable. plates each an of truss nd position as shorn above and on the Joint Details, Ness noted otherwise. L��(� l�� Refer to drawings for standard plate positions. Alpine, of ITV Bulltling Components Group Inc, be deviation = S ATE G7= AN ITW COMPANY a cgvlslon shall of responslble for y From this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handling, shipping, Q hstnllatlon 6 bracing of trusses. A seal on this drawing or over page Dstlng thls drawing, hdkates acceptance of professlonol ' "�4��y�\`r DUR, FAC. 1,15/1.25 nglneerig r sponslai ty solely far the design shown The suitability and use of this drawing For any structure is the responsibility of the Building Designer per ANSI/TPI 1 Seca ii ft SPACING Ear For Information see this ob's eneral notes 9e / V�QNA1•� �`` ALPINE,City. ALPINE walpineltr.comi TPI. w .tpinst.orgi SBCA. . bclpntlgi,ctry,orgieIM wwrlcccaf¢.org 24' � w R >!