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I BY RANEY COMPONENTS 19900 Independence Blvd. Groveland, FI 34736 01i1pOitCI1tS, to one: (352)429-9429 * (352)429-0304 * Fax: (352)429-7429 Cover Sheet Order # JOB # 36CS00060 Printed: Tue, May 29 2018 aloo mrormarion: Address: EOR Name and License Number: Cui tamer Name. Creekslde Lot 60 D Horton 8648 Cobblestone Dr De �criptlon: city, State, zip: 4 0BB 1828-Cali "D" Fort Pierce, FL ,oading Information: /Loads., Floor Loads: .ive: TC Dead., BC Live: BC Dead., TC Ltve: TC Dead: BC Live: BC Dead: 20 7 0 10 0 0 0 0 I. Code., Wind Std., Wind Speed: Bldg. Useage: Building Type: Wind Type: 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M as or sheets covered by this seal from: 1 thru 21 Total 21 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A1A 3 A2 4 Ale 5 A3 6 Al GE 7 A4 8 A5 p 9 A6 10 A7 11 A8G 12 D1 13 D1GE 14 cl 15 C1GE 16 M3 17 EJ7 18 BJ5 19 13J3 20 BJ1 21 0,17 nuel rti neE. SERIAL * 40 01 SA 38 FF 58 9180'887F49 00 93 2F85 F8 *,U stern iraatsem clxtittr,'atsaWs ad'w!Aa Iadby Uet»4 Wrtlw, e E t T uc-C4nU21 on 0. daft shavaAaw wing a SK&-I. =thantk=C =jr r nbld ccpklaflfsk aiocrassxst knot cr;sss9ecsed sgnaai sd sralad erethe.=,A-!a ffimtkztL serdanrntbAw0dmssa7d"tmr& cs:cias. Digitally signed by Manuel Martinez ON: c=US, o=ldenTrust ACES Business Representative, ou=M AND E ASSOCIATES P.A., cn=Manuel Martinez, 0.9.2342.19200300.100.1.1=A010980000 0014B4CF,8FE960000211F a. Date:-r2018•p5.2918:03:33-04'00' Adobe Acrobat DC version: 2015.006.30418 FILE COP`/ ti Job Number: 36CS00060 4EBB 1828-Cali "D" MR Horton /4EBB 1828-Cali "D" Truss Label: Al Ply: 1 SEQN: 668615 / T10 / COMN Qty: 16 IFROM:AH DRW: Wgt:224.0lbs 1.. /.... 49 } 645 I + + 399 F31F4264 1595 559 6'4"8 F=5X6 63(4 m4X6 m3X4 =3X8 =3X4 m4X6 I2X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" �1T5'9'3 2'0'1 5'9"1 i 59'1 _�_ 2'0"1�a 5'9"4 1 6'2"12 +1� 6'2"13 { 12' �14'0°1 19'10' � 257"1 r 2T8"'i' 33'S"4 39'8' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: If EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL' 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwali: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 41 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails 6" oc. !018 Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.187 O 999 240 B 1654 / 709 / 961 /- / 445 / 8 0 1 Lu: NA Cs: NA VERT(TL): 0.479 O 999 180 J 1654 1709 19651 /- /- / 8.0' Snow Duration: NA HORZ(LL): 0.078 L - - Wind reactions based on MWFRS HORZ(TL): 0.140 L - - Creep Factor. 2.0 B Min Brg Width Req = 2.0 J Min Brg Width Req = 2.0 j Code I Misc Criteria Bldg Code: FBC 2017 RES Max TC CSi: 0.667 Bearings B & J are a rigid surface. TPI Std: 2014 Max BC CSI: 0.600 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CS 1: 0.593 FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Chords Tens.Comp. Chords Ply (I s) Ten4. icomp. Plate Type(s): WAVE VIEW Ver: 17-02.02.1208.15 A - B 27 0 F - G B - C 1492 - 3056 G - H 1114 1 -1906 1255 - 242B C - D 1227 -2466 H - 1 122� -2467 D - E 1254 - 2427 I - J 1493 - 3057 E-F 1114-1906 J-K 27 0 Maximum Bot Chord Forces Per Ply Chords Tens.Comp. Chords TE B-R 2673 -1193 O-N 2 R- Q 2670 -1193 N- M 2 Q-P 2570 -1193 M-L 2 P-O 2104 -801 L-J 2 -826 -1195 -1195 -1195 Loading !V A -v4 . * e "" Truss passed check for 20 psf additional bottom +gyms °Mp Maximum Web Forces Per Ply (Ibs) chord live load in areas with 42"-hi h x 24"-wide g - � ' s Webs Tens.Comp. Webs Tens. ,Comp. clearance. ':.. R - C 276 -5 O - G 494 777 Wind C-P 418 -596 G-N 464 164 Member design based on both MWFRS and C&C. STATE P - E E- O 464 -164 494 N - I 419 I- L 276 -597 6 • e F - O -776 1385 - 751 40 015A38 EF 55 8180 80 71 48 00 99 2E 85 FB #it ltaRs?rxabeen ofc .-'s3�nav and salad 6YtfSmtanr3 Maftt�scg (rl. Lie.eaaasz) cn [Tm d�mahawa a6axa a�n8 a sNA"i acthen5cataysccdr, e'tkatradcapias.altfis dotsam,:AmrmabtesXWiWad*ntd�ds bd amd Rlv$: sau icntisa!zYeuuc%dam t v e'afae^Jm myd"tmrk crxrim "WARNING"'' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT'"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating handlin shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI ancTSBCA) toi salPety practices prior to performing these functions. Installers shall provide temporary ctrrey BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly iiid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or B10, © vrnen{s ttr e. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to f 60A-Z for standard plate positions. a division of failure to build the g or cover pa e in. The su• bility any s Job N 'inber: 36CS00060 Ply: 1 SEQN: 6686161 T13 / COMN 4EBB828-Cali "D" /DR Horton l4EB8 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss I:abel: A1A Wgt: 260.4 Ibs / ... 05/29/2018 0 T N 1� ' 6.4"9 +1-6"� 65415 5'5°9° N14 f 41"12 1 5'1"7 131'6"7 649 -' r F-6X12 012X4 -4X6 m3X4 -6X6 ®2X4 It2X4 =4X10 SEAT PLATE REQ. F1' 6'2°13 5'9°3 62"13 12 2'0"1 59"1 14'0"9 19'10' 39'6" 2'10" 4' 22'6 26'6" SEAT PLATE REQ. J 6'5'15 6'6"1 1� 33'1'15 39'6° Load' g Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL:' 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL'• 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.244 G 999 240 B 1561 / 708 / 960 / - / 445 18.0 BCLL:� 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.669 G 999 180 K 1561 / 708 / 959 / - /- 18.0 BCDL 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.128 M - - Wind reactions based on MWFRS Des Ld: EXP: C HORZ 0.240 M �L) B Min B Width Re 1.8 q NCBC � L: 10 Mean Height: ht: 15.00 ft 9 Code / Misc Criteria Creep : 2.0 P Factor K Min Brg Width Req = 1.8 .00 Soffit. 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.613 Bearings B & K are a rigid surface. 9 9 Load uration: 1.25 BCDL: 5.0 P sf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0,599 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.980 Maximum Top Chord Forces Per Ply (Ibs) Lac. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1424 -2568 Lumber B - C 1489 -2859 H -1 1743 -3379 If�ord C - D 1225 -2257 I - J 1722 -3418 To P c 2x4 SP #1 Bot c ord 2x4 SP #1 D - E 1252 -2218 J - K 1477 - 2841 Webs12x4 SP #3 E - F 1-1740 K - L 27 0 F - G 15M509 -2514 (a) Col n1t!nuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. member. Or 1x4 "T" reinforcement. 80% length of Same & SRB better, f� Chords Tens.Comp. Chords Tens. Comp. web attached species grade or with 8d Box or Gun (0.113"x2.5",min.)nails B - U 2497 -119D R - Q 20 -9 @ 6" 6c U - T 2494 -1190 T-S 2494 P - N O-M 2985 -1303 36 -15 Windpl e � ` � 1920--800 S - R 1920 -800 M - K 179 2477 -1179 design based on both MWFRS and C&C. 0. No 'A Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. low U-C 276 -5 P-G 195 -122 C - S 416 -608 P - H 601 -1075 % S OF ° S - E 463 -160 H - N 807 357 NP E - R 494 -720 N - O 114 -4 F - R 42 - 515 N - M 2557 -1218 F - P 2273 -1098 N - J 527 -162 10 RR - P 1827 - 6577 M - J 390 - 685 Q 40 015A38 FF 50 8180 BB 7F4800 99 2E 85 FB ThU Item t." Lem eleamal=WMped acid waled by Ma —I Marth" .3'aL.t .14nazzI on VMda4C&taent Abcare WAS VFol atsdlats�a.ssu,ia, �Yroted xs4�das aeichi datara Writ exati43d�ad � arasi s�aiae� wJ tip oaf1asAiaentYa etv2a nraF Cr mcrtf c, am^:a3catm�nk bias. 'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Comppnent Safety Information, by TPI anr7'SBCA) r sa ety practices prior to performing these functions. Installers shall provide temporarryy rt+rett bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ronentxlac as applicable. Apply plates to each face oftrussand position as shown above and on the Join f Details, unless noted othenaise. f2efer to t drawl applicable. 160A-Z for standard plate positions. Alpine,la division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss ih conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, . listing,this drawingg indicates acceptance of pprofessiona7t engineering responsibility solely for the design shown. The sui biltty and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For morn information see this iob's aeneral notes oaae and these web sites: ALPINE: www.aloinedw.com: TPI: www.toinst.om: SBCA www.sbcindustrv.com: IM www.iccsafe.om k Job Number: 36CS00060 Ply: 1 SEQN: 668617 / T9 / HIPS 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: A2 Wgt: 246.4 lbs / .. 05/29/2016 °ate_ T 19' 1201 2T3"9 319"7 +474 398" 6'4"9 1'6" 4'S"15 67'9 1'8" 67"9 4'5"15 1'6" 64"9 m5X8=5X6 F G It2X4 m3 4 =3X6 =3X4=3X8 =3X6 a3X4 1&4 SEAT PLATE REQ. 1' 6'2''13 5'1T3 h + 6'2"13 + 12'0"15 39'8" 1'11" 5' 1'6" 5'1"12 1'11".Iy. } 14'� 19' +20'6�4 25'8" +27'7'7 SEAT PLATE REQ. 5'10"3 6-2.13 1' 33'5"3 39'8" + j Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh ! RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.156 Q 999 240 B 1561 1710 / 964 / - / 428 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.428 Q 999 180 K 1561 1710 /964 / - /- / 8L0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.068 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.126 M - - B Min Brg Width Req = 1.8 , NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 K Min Brg Width Req = 1.8 Soffit: 2.00 BCDL: 5.0 psf BCDL: 4.psf Bldg Code: FBC 2017 RES Max TC CSI: 0.444 Bearings B & K are a rigid surtace. Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.536 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.665 Loc. from endwall: not in 4.50 It FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.16 A- B 27 0 G - H 111.45 -1814 Lumber B - C 15M -2823 H -1 1351 -2345 C - D 1333 -2385 1-1 13�3 -2384 Top chord 2x4 SP #1 D - E 1352 -2346 J - K 1 1 -2823 Bot chord 2x4 SP #1 Webs 2x4 SP #3 E - F 1149 -1820 K - L 7 0 F-G 1101 -1552 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Or 1x4 "T" reinforcement- 80% length of web member. Same species & SRB or better, �f Chords Tens.Comp. Chords Tens. Comp. J� grade attached with 8d Box or Gun (0. 11 3"x2.5",min.)nails " B - T 2458 -1192 P - O 2058 -950 @ 6" oc. ., 40v �a _ T - S 2455 -1192 O - N 20�8 - 95D Wind O� S - R 2059 -921 N - M R-Q 2059 -921 M-K 2-1203 2t -1203 Q P 1547 589 Member design based on both MWFRS and C&C. 047.1 No i1aa - � Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens., Comp_ STATE O Au T-C 216 -6 P-G CS 307 438 PH 541 -377 42 694 **10 - -- S-E 427 H-N 4 * , a -153 E-Q 474 -697 N-J -151 3-440 ko, 'V F-Q 637 -311 J-M 2161 -9 1iA A �t F - P 317 -297 401315A38 FF 50 8180887F49 00 99 ZE85 FB r�.Lit¢r:s•htt tsar mkcrrGn6sa{x�a�d`.smalad 63t rAaraml rutart��z, FE(H..tEc.�irt82l un t�i¢da%a sharna$e�ga SHb�3 iCAtitattSm9rxs�¢. �+sirtrd se�iascatcfs�s drrcrr�mr3 arm mutcemaald"a�md �etc� and xealsd �ti ais�.T.a°rx.• aw2iantkatem¢ez�a nr�t Yxc medt3cdaet aye?ectmra� ssr"lns. "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 shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI ana'SBCA) toy safPety practices prior to pertorming these functions. Installers shall provide temporarryy rttr� bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a proppefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per 8CS1 sections B3, B7 or B10, rinr r�itttt4 ur Sap applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to I drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIrI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawingg indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Ndiinber: 36CS00060 Ply: 1 I SEQN: 6686181 T1 / COMN 4EBB 7828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: Al B Wgt: 224.0 Ibs .. / ... 05129/2018 6'4"8 i T1o°,9 14'4"7 + 19'10° + 253"9 T 31'9i i 33'3"� 39'8" _ i 6'4"6 1'6" 6'5"14 5'5"9 5'5"9 6'5°74 1'6" 6'4"8 m2X4 m3X6 r =3X8 a3X6 m2X4 3 SEAT PLATE REQ. r1+ fi2°12 + 59"4 6'2"12 12' 20'8" +20"1�_ 59"1 + 69 20"14 14'0"1 19'10" 257"1 2T8" SEAT PLATE REQ. 59"4 + 62"12 33'S"4 39'8" Load i g Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF TCLL 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.044 L 999 240 B 438 / 164 1272 / - / 445 / 8.0 BCLL 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.135 L 999 180 S• 336 / 154 / 192 / - / - 168.0 4 Risk Category:11 BCDU 10.00 Snow Duration: NA HORZ(LL): 0.014 F - - J 872 / 384 / 645 / - / - / 8.0 EXP: C Des L : 37.00 HORZ L : 0.027 F - - (T ) Wind reactions based on MWFRS 7 Mean Height: 15.00 It NCB 10.00 Code / Misc Criteria Cree Factor: 2.0 P B Min Brg Width Req = 1.5 iLL: TCDL: 4.2 psf soffit:) I 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.548 S Min Br Width Re Load, uration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.480 J Min Brg Width Req = 1.5 Bearings B, S, J are a rigid surface. Space g: 24.0 " C&C Dist a: 3.97 ft Re Factors Used: Yes Max Web CSI: 0.538 P Bearings B & J require a seat plate. r Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Camp. Lumber Top .i'ord 2.4 SP #1 Bot chord 2x4 SP #1 B - C 170 -463 G - H 450 -706 Webs�i;l x4 SP #3 C - D 407 -15H - I -745 D - E 567 -150 I - J 708 708 -1385 Brace g E- F 289 -165 J- K 27 0 (a) Ctinuous lateral restraint equally spaced on memo r. Or 1x4 "T" reinforcement. 80% length of Same & SRB better, Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. web ember_ species grade or attached with 8d Box or Gun (0.113"x2.5",min.)nails 6" c. ���" B - R 515 -399 O - N 565 510 N-M 1182 -98 Platt g Notes R-Q -399 Q - P 510 -399 M - L 1182 -489 -489 1' P - O 788 -761 L - J 1186 -489 All plates are 3X4 except as noted. r m� Wind � e a MotMaximum Web Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. 0 Webs Tens.Comp. Webs Tens. Comp- �, .. .- R-C 310 -16 O-G 510 -751 .� C - P 465 -700 G - N 492 -182 . s Vt P-E 674-1218 N - 1 441 -654 +gy ..,��yW-m �- E - O 720 -297 I - L 290 F-O 56 -182 -4 40 01 SA38 FF 58 81BO 88 7F 48 00 993E85'FB Ttrtltamaur3sxaredbyVewe9teta Ww, ?E (A..t e{aniri521 on thetiAa 3hawaabow u"b�g a SHA•1 authenfziadansmde. eftwedcepimmoMk dixun:arst= note dflrmd*ama4aaaA=kd and the. 2 wacn%mnzacode next be aarr3f ed on anydoctfacik coelms **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 ComponentSafety Information, by TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary rrrrey bracing per BCSI. Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, 67 or 610, onr wnents,rtc as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. �2efer to 1 drawings 160A-Z for standard plate positions. Alpinef 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 ANSIt t PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listingl this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. 4 Job Number: 36CS00060 Ply: 1 SEQN: 668619 / T8 / HIPS 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW. Truss Label: A3 Wgt 252.0 Ibs / ... 05/2912018 4'9 i T1160•I 12541'58 I 417T.8 T 58• Ti T73'88 4315'9175 3163h 3 464 a6X6 SEAT PLATE REQ. SEAT PLATE REQ. 39'8' Ft' 6'2"13 5'10"3 1'11° 2'10" 2'10" 3' 6 0°3 6'2°13 T� 62"13 12'1" 14' 3 19'10" 22'8" 25'8' 111 33'5'3 39'8' �"I ~�'{ Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Loc R / U / Rw / Rh / RL / VN TCDL: 7.00 Speed: 160 mph PI" NA Ce: NA VERT(LL): 0.153 R 999 240 B 1561 / 712 / 965 / - / 387 / 8101 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.419 R 999 180 K 1561 1712 / 965 / - /_ 18 0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.125 M - - B Min Brg Width Req = 1.8 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor: 2.0 K Min Brg Width Req = 1.8 NCBCLL: 10.00 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TIC CSI: 0.380 Bearings B & K are a rigid surface. Load Duration: 1,25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.453 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.690 Loc. from endwall: not in 4.50 it FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (l' s) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1268 -1952 Lumber B - C 1550 -2829 H - 1 139� -2335 Top chord 2x4 SP #1 C - D 1378 -2374 I - J 1378 -2374 Bot chord 2x4 SP #1 D - E 1397 -2335 J - K 1551 -2829 Webs 2x4 SP #3 E - F 1268 -1952 K - L 2� 0 F - G 1192 -1700 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. $� B - U 2465 -1238 Q - P 1690 751 +lgb� ae U - T 2462 -1239 P - O 2043 -100D - � T - S 2043 - 970 O - N 2043 -1000 44. S - R 2043 - 970 N - M 2462 -1267 ems. R - Q 1690 - 725 M - K 2465 -1267 = Maximum Web Forces Per Ply (Ibs) 'i.' Webs Tens.Comp. Webs Tens. Comp. w U- C 228 - 6 Q- G 238 - 200 STATE QIF C - T 323 -464 G - P 53� -324 44 T-E 392 -161 P-H 412 -585 4 4-E - R 412 -585 H - N 392 -161 F-R 536 -324 N-J 324 -464 F- Q 238 -200 J- M 228 -8 i SERAL 40 013&38 FF 5t381 B0 68 7F48 00 99.2E 85 FB r1,fslten?sys Etc»eMztranira fzi net X'1=10dby FAt -d markmes, PE(FL. U,:.04Tt&21 on the dazashevaa afxtse trtng aSKA4 eaticaa'�aeade- P"tedc ttd dr amaC.1am-icorndsPed=d=bit Ze dw sm l .namd m mde nx.t hax,wfbd an axrrd"tfmk CmIns. "*WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricatingg handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI and SBCA) foF safety practices prior to pertormmg these functions. Installers shall provide tempos a ey bracing per BCSI.. Unless noted oherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a properryly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg ins�alled per BCSI sections B3, B7 or 610, pjfT Hi71PAfS>tir as applicable. Apply plates to each face of truss and position as shown above and on the JoiniDetails, unless noted otherwise. (2efer to t drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin4p�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the I... in conformance with ANSh fPl 1, or for handling, shipping, installation and bracing of tusses.A seal on this drrawing or cover page. listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is fife responsibitity of the Building Designer per ANSIITPI 1 Sec.2. Job Nu,rnber: 36CS00060 Ply: 1 SEQN: 668637 / T11 / GABL 4EBB �828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW. Truss 1"label: A1GE Wgt: 378.0 Ibs Page 1 of 2 .. / ... 0512912018 i' 6'47 13712 + 19'10• f' 25'16.4 + 33'3.9 � 398 6'47 T5.5 6'6"4 6'6°4 TS•5 541 i 1 SEATPLATEREQ. SEATPLATEREQ. SEATPLATEREQ. SEAT PLATE REM 13'8" 5' i 21, 'I e'Y71 6'11'S _7'' 12 6YY4 6'6'4 2 8"R 6'Y71 1' F 62'11 + 132 1�3�12 19'tn + 25Ah if 3355 f 398~h Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI1CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.069 U 999 240 B 434 / 197 /- /- /- /8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.207 U 999 180 BI 1509 / 725 ! - / - / - / 8.0 BCDL ' 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.031 F - - BJ 502 / 213 1- l 0 10 / 8.0 Des Lit•`. 37.00 EXP: C HORZ(TL): 0.058 F - - X 862 / 417 /- /- /- / 8.0 Mean Height: 15.00 ft Wind reactions based on MWFRS NCBI L' 10.00 Code / Misc Criteria Creep Factor. 2.0 TCDL: 4.2 psf B Min Br Width Re 1.5 Soffi2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.514 g q = P BI Min Brg Width Req = 1.8 Load Curation: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.438 S aci : 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.792 BJ Min Brg Width Req = 1.5 P FT/RT:20(0)/10 D Mfg Specified Camber: X Min Brg Width Req = 1.5 Loc. from endwall: Any () Bearings B, BI, BJ, & X are a rigid surface. GCpi: 0.18 Plate Type(s): Bearings B, BI, BJ, & X require a seat plate. Wind Duration: 1.60 WAVE IVIEW Ver: 17.02.02.1208.15 Lumber Maximum Top Chord Forces Per Ply (Ibs) Top cf�ord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Bot chcird 2x4 SP #1 :BC2 2x6 SP #1: A - B 27 -20 M - N 62 74 Webs x4 SP #3 :W2, W3, W7 2x4 SP #1: g - C 170 -439 N - O 64 -75 Brace 'g C - D 421 -156 O - P 57 -108 (b) scab reinforcement. 80% length of web member. D - E 453 -182 P - Q 60 115 Same Csize, species & grade or better. Attach with 10d E - F 486 -208 Q - R 74 -131 Box 01 Lin (0.128"x3",min.)nais @ 6" oc. 10t, F - G 494 - 215 R - S 128 -203 (a) Co2tinuous lateral restraint equally spaced on - * G - H 528 -240 S - T 224 -544 f�f H-1 551 -269 T-U 301 -653 memb r. Or 1x4 'T" reinforcement. 80% length of web ember. Same species & SRB grade or better, �x� � r'4 I J 128 -152 U - V 342 699 "s � J - K 89 -137 V - W 372 - 736 attach �d with Bd Box or Gun (0.113"x2.5",min.)nails a @ 6" K - L 61 -111 W - X 644 -1352 No 047102 L-M 62 -107 X-Y 27 -20 Special Loads --(ember Dur.Fac =1.25 / Plate Dur.Fac =1.25)m Maximum Bot Chord Forces Per Ply (Ibs) TCIf"om 56 plf at -1.00 to 56 plf at 40.67 Chords Tens.Comp. Chords Tens. Comp_ BC: V. om 4 plf at -1.00 to 4 plf at 0.00 40 BC: V�. 20 pif at 0.00 to 20 plf at 39.67 : STATE B -AD 338 -107 AB -AA 606 -290 BC: From 4 plf at 39.67 to 4 plf at 40.67 ,*� AD -AC 335 -109 AA- Z 1148 -532 TC: 13Ib Conc. Load at 15.17,17.17 N, AC -AB 299 -799 Z - X 1151 -530 I BC: 32 lb Conc. Load at 15.17,17.17 " ' �� , � Platen Notes. Maximum Web Forces Per Ply (Ibs) All plates are 2X4 except as noted. Webs Tens.Comp. Webs Tens. Comp. AD- C 303 0 N -AB 153 -190 Wind 40 01SA38Ff513811338137F4800992E85F& C-AE 295 -657 AB -AU 388 -809 Wind I oads and reactions based on MWFRS. tsfemr"`f`= s`& �'��i°f ru.fnaaras; AE-AF 297 -657 AU -AV 358 -769 (�.. trc.e4aaszl arrr#im shawmaGm u".1nga 53i,4i AF-AG 314 -679 AU-AX 23 -30 Addit;onal Notes AG-AH 316 -680 AV-AW 353 -760 See D,WGS A16015ENC101014 & GBLLETIN1014 for Ladcr{65sd�ersa�me xcc3acrsdsi3mr3andalea AH-AC 302 -672 AX-BA 24 -31 gable nit bracing and other requirements. ��w'L 8 a° ° cadem4l UvzdfLadm lvdm"o At-1 692 -1108 AY -AZ 340 -744 AI -AC 708 -1133 BA -BD 24 -31 ""WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS of ing Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 31g PI 1, or for handlinW shipping, installation and bracing of trusses.A seal on this drawing or cover page ,s acceptance of pro essfona engineering responsibility solely for the design shown. The suitability it any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. rrrrey ompartzrrtsisr ti Job Number: 36CS00060 4EBB 1828-Cali "D" /DR Horton 14EBB 1828-Cali "D" Truss Label: A1GE Ply: 1 SEQN: 668637 / T11 / GABL Qty: 1 �FROM:AH DRW: Wgt: 378.0 Ibs Page 2 of 2 90 015ASS fF 55 8180 813 7F48 00 99 2E S5 FS 9`tiirirem9 iSsccYealardamn2ra r,�s$gned.wda fadby ksaaz.,sID aaartGxiz FE(rl.lbe.6�873IDd;j car [Am�aacsfn�wn abm�ar�nga591 r^ssatede�aaz�d� dccc�a^»sraaem natcrmi'eA � ssmied �c� ikc�+ix6«T �ath¢nt�as�ancxale mwsi 8arer#f5�.f ca scrya�tctwr� cray3os. / ..- 05/29/2018 AI -AK 45 -60 BB -BC 325 -730 1-AJ 659 -306 BD -BF 23 -30 AK -AN 45 -60 BE-S 372 -782 AL -AM 727 -359 AA -BF 44L6� -19 AN-AQ 45 -60 AA-BG 2iKf -588 AO -AP 700 -337 S-BF 416 0 AQ-AT 44 -59 BG-BH 312 -655 AR -AS 689 -320 BH- W 2 -608 AS -AT 673 - 312 W - Z 282 0 AT -AB 636 -266 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens ) Comp. E -AE 4 -3 AS- M 14 -21 F -AF 45 -57 O -AV 17 -14 G -AG 21 -13 AW-AX 33 -44 H -AH 45 -39 P -AY 50 - 65 AJ-J 87 -65 AZ -BA iO -21 AK -AL 15 -49 Q-BB 28 -39 AM- K 28 -30 BC -BD 78 -42 AWAO 20 -8 R-BE 141 -99 AP-L 64 -68 BG-T 172 -114 AQ-AR 43 -47 BH-U 88 i -119 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anTSBCA) safety practices prior to performing these functions. Installers shall provide temporary ira�, bracing er BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachefripid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, om frnenrs rte as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to f drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIII PI 1, or for handling shlppinp, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI I Sec.2. 9: • m iMn fie — thie iMl. eanaral nntae nano and theca wah sites- Al PINE www alninenw.mm• TPI, wvm tninst om, SRCA' www.sbcindusbv.com, [CC, www.iccsafe.om Job Number: 36CS00060 Ply: 1 SEQN: 668620 / T7 / HIPS 4EBB 11128-Cali "D" /DR Horton MEBB 1828-Cali "D" Qty: 1 FROM: AH DRW. Truss Label: A4 Wgt: 254.8 Ibs .. / ... 05/29/2018 TCLL: TCDL: BOLL: BCDL: Des Lc Soffit: Load 6'4"9 7'10"9 12'4"7 15' 19'10" 248" 27'3"9 r 31'9"7 33'3°7 39'8" i 64"9 +1'8"t 4'S"14 + 27"9+ 4-10T 4.10° r 2'7"9 T 4'5"14 16" 64°9 =3X4 a5X6 I112X4 =3X4 =3X6=3X4 =3X8 a3X4=3X6=3X4 1112X4 SEAT PLATE REQ. 39'8" r1+ 6'2"13 5'10"2 �T 1'11"1 4'10" 62"13 12'0"15 14' 1 19'10" 248" 27 7"7 Criteria (psf) Wind Criteria 20.00 Wind Std: ASCE 7-10 7.00 Speed: 160 mph 0.00 Enclosure: Closed 10.00 Risk Category: 11 EXP: C 37.00 Mean Height: 15.00 It : 10.00 TCDL: 4.2 psf 2.00 BCDL: 5.0 psf ation: 1.25 MWFRS Parallel Dist: 0 to h/2 24.0 " C&C Dist a: 3.97 It Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2 4 SP #3 Wind �' design based on both MWFRS and C&C. SEAT PLATE REQ. 5'10"2 6'2"13 1 33'5"3 398" 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 1 Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.158 G 999 240 B 1561 / 714 1962 / - / 346 18.0 Lu: NA Cs: NA VERT(TL): 0.434 G 999 180 L 1561 1714 / 962 ! - /- / 8.0 Snow Duration: NA HORZ(LL): 0.067 N - - - Wind reactions based on MWFRS HORZ(TL): 0.125 N - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor: 2.0 L Min Brg Width Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.387 Bearings B & L are a rigid surface. TPI Std: 2014 Max BC CSI: 0.454 Bearings B & L require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.467 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: 17.02.02.1208.15 A - B 27 0 G - H 1334 -1958 No Odtii62 ftO 40, STATE O SERIAL . 40 01 5A 38 FF 50 81 B0 BB 7F48 00 99 2€ 85 FB This item k" b"n etecdrankca y*add VA=310d by l .Uml marthw, �(�L.t�.�aats3lcarehadbtaJraw�sa6cec�+r�s3gasx�a 2uthcn=tt mzodd. zaietddd dxmiti dw--cma^ =not cazidwdil qmdd=ti=1od madthe.575�a3su canNrcat aneradenr..tkrds rznarsfd"trani: alas. B - C 1577 -2831 H - 1 1388 -2093 C - D 1411 - 2370 I - J 1429 - 2331 D - E 1430 - 2331 J - K 1411 - 2370 E - F 1388 -2093 K - L 1576 -2831 F- G 1334 -1958 L- M 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - V 2467 -1273 R - Q 1831 - 864 V - U 2465 -1273 Q - P 2039 -1026 U - T 2039 - 996 P - O 2039 -1026 T - S 2039 - 996 O - N 2465 -1302 S - R 1831 - 835 N - L 2467 -1302 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. V - C 235 -6 R - H 278 -172 C - U 327 -473 Q - 1 404 - 522 U - E 351 -161 H - Q 546 - 372 E - S 404 - 522 1-0 351 -161 F - S 546 - 372 O - K 328 -473 F- R 278 -172 K- N 235 - 8 G - R 247 - 290 "*WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingA shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety. Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, le. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to 50A-Z for standard plate positions. of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the rice with ANSI9 PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e_ . ing indicates acceptance of proresp onat engineering responsibility solely for the design shown. The suitability yawing for any s ructure is a responsibility of the Building Designer per ANSI/TPI 1 Sec.2. crrrey. omyDir�nt5, ur • Job Number: 36CS00060 Ply: 1 SEQN: 668621 / T6 / HIPS 4EBB 1828-Cali "D" /DR Horton AEBB 1628-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: A5 Wgt 212.8 Ibs / ... 05/29/2018 6'4"9 13' 190 26'8" LT 7 39'8" f s'4"s �' s'7"7 s'1o" 6'10" 6T'7 �' s'a"s =5X8 =3X4 1112X4 m3X4=3X6 =3X8 m3X6=3X4 1112X4 11 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 6'213 6'9"3 1' 5'10" 5'10" 1' 6'9"3 6'2"13 1:11 6'2"13 13' 14 19'10" 25'8" 26' " 33'5"3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) 11 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): 0.172 E 999 240 B 1561 1716 1953 / - / 305 / 8 0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.471 E 999 180 H 1561 / 716 / 953 / - /- / 8.b BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.069 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.128 J - - B Min Big Width Req = 1.8 Mean Height: 15.00 itNCBCLL: 10.00 Code / Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = 1.8 TCDL: 4-2psfBearings B & H are a rigid surface_ Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.446 g 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.558 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97.ft Rep Factors Used: Yes Max Web CSI: 0.564 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tern,. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A- B 27 0 E - F 1" -2274 Lumber B - C 1623 -2836 F - G 1425 -2325 Top chord 2x4 SP #1 C - D 1425 -2325 G - H 1623 -28W Bot chord 2x4 SP #1 D - E 1502 -2274 H -1 7 0 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (16s) Wind Chords Tens -Comp. Chords Tens! Comp. Member design based on both MWFRS and C&C. B - P 2472 -1319 M - L 20I I -1008 P - O 2469 -1319 L - K 2006 -1348 MA • O - N 2006 -978 K - J 2469 -1348 e� N-M 2006 -978 J-H 24 -1348 Maximum Web Forces Per Ply (Ibs) 1.8NO x Webs Tens.Comp. Webs Tens Comp. P - C 244 -4 M - F 370 -243 w C-O 377 -513 K-G 377 -613 AM D - O 444 -170 F - K 444 -170 D - M 370 - 243 G - J 244 - 6 STATE E - M 300 -381 VA 40 r�2.A 015Ag3��i.4)� 8� FF 5B 81 B'tlBB 7F48 00 99.2E 85 FB ThIt hats V hm dkdronka6`�f %ir,..�dd'amd=fad byManb= a.rma �z)cni�smams�dmtuesctaacawu�,gasxx•z ac�sartiraans�9d, ?mbtcapmararxtdAdownrnt rmvatam-lat=dnefdagdsaxl®d xad Flsd 5+a.-2 zsAhaniStas3t�s ecdd nor � arsrir.fm� s�atacGma�. CCL.¢idk3� "WARNING`" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rec]uire extreme care in fabricatingp handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Componengt Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary tttpey bracing per BCSI. Unless noted oitherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attache tl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, oMt mrieitts,fu as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to t drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. , listing this drawing indicates acceptance of ppr ) 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.?.. rn....n.e ina..n "eo fhf" inNo nvnvml nnfve none vntl fhven wuh eHm- Af DINF vmw vinindAu min TOP unuu In f n QRr A- vnwi chninducfm rive• ICf`• umnv i v fn nm Job N 4EB8 Truss TCLL: TCDL: BCLL: BCDL: Des Lc Soffit: Load Top cl Bot ct Webs Wind 36CS00060 Ply: 1 SEQN: 6686221 T5 / HIPS all "D" /DR Horton /4EB8 1828-Cali "D" Qty: 1 FROM: AH DRW: A6 Wgt:212.8lbs .. / ... 05/2912018 6'4"9 11' 16'10'2 t 19'10' 1 22'8"3_ 28'8" 33'37 39'8" r 6'4"9 + 4'7"7 5'10"2 r 2'1'1A4T 2'10"31 5'11°13 { 4'7"7 T 64"9 J SEAT PLATE REQ. =6X6 1112X4 3X6 =3X4 m5X8 D E F G H 1112X4 m3X4 =3X6 =3X8 =3X4 =3X6 =3X4 116(4 SEAT PLATE REQ. 39'8" -I 6'2"13 + 11'3 + 4' + 6 0"21 22'1111 h 25'8" 28'8" } 33'S"3 r 39'83 I1 Criteria (psq Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# LOG R 1 U / Rw / Rh / RL / W 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.191 E 999 240 B 1561 1718 / 940 { - / 264 18.0 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.525 E 999 180 J 1561 1718 1940 / - / - / 8.0 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.070 L - - Wind reactions based on MWFRS 37.00 EXP: C HORZ(TL): 0.132 L - - B Min Big Width Req = 1.8 10.00 Mean Height: 15.00 ft g Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 1.8 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.387 Bearings B & J are a rigid surface. ation: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.493 Bearings B & J require a seat plate. 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.481 Loc. from endwall: not in 4.50 it 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: 17.02.02.1208.15 A - B 27 0 F - G 1683 -2609 B - C 1644 -2814 G - H 1675 -2595 C - D 1522 -2444 H - 1 1522 -2444 i 2x4 SP #1 D - E 1683 -2609 I - J 1644 - 2814 #1 E- F 1683 -2609 J - K 27 0 I SP #3 SP design based on both MWFRS and C&C. 0 41 a w a. STATE OF 40 015A38 FF 58 8180 813 7F48 00 99 2E 95 FB ThIt Item h= Daccaekcteus 3r {sfg,�ned ud=I.dby Mzmtl MuttnM PE €FL. tkY 047tfl21=vmdaiaMtown A&M t u's a SKV7 iCntkMtI i =1&. Rl=d cgtnofff sdtx-�z. A = got cr ]&s t+d KI�=d MW =tttz_';H >I autheot5cawl4aoade mwt be vmfkd at myeectroro3c sopes. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2448 -1332 O - N 2133 -1114 S - R 2446 -1332 N - M 2133 -1114 R - Q 2133 -1084 M - L 2446 -1361 Q-P 2133 -1084 L-J 2448 -1361 P - O 2613 -1371 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S - C 199 -8 G - O 278 -332 C - R 300 - 379 O - H 645 -398 D - R 369 -177 H - M 366 -176 D - P 656 -407 M - 1 299 -379 E - P 274 - 327 I - L 200 -10 P-G 111 -108 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingshipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Safety Information, b TPI ancl'SBCA) y safety practices pnor to performing these functions. Installers shall provide temporary BCSI. Unless noted 01herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 1 0, o e. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. fifer to 60A-Z for standard plate positions. vision of ITW Building Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the iformance with ANSIrfPI 1, or for handling shipping, installation and bracing of tiusses.A seal on this drawing or cover page drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability A this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. a 10 otn{x�aentx ttr Job Number: 36CS00060 Ply: 1 1 SEQN: 668623 / T4 / HIPS 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: A7 Wgt:222.6 Ibs .. ! ... 05/2912018 T a =4X6 l37 66'4"8 F F + +3++ 304 T543"11 596 56 Fl"l 237"89'8" =6X6 -3X4 =5X6 =3X4 =6X6 D E F G H Flo' C-111 I SEAT PLATE REQ. 1' 6'2"12 6'2"12 T S R Q P O N M L 1112X4 -3X4 =3X6 =3X4 -3X8 =3X4 =3X6 =3X4 1112X4 SEAT PLATE 39'8" 2'9"4 3' 5'9°13 59"13 2'0"3 2'9"4 6'2°12 Z i 2 0 3 19'10" 25'7"13 27'8" 3 33'5"4 39'8" 1 008. � Loading Criteria (psfj Wind Criteria Snow Criteria (P9,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.246 F 999 240 B 1561 / 720 1921 ! - / 223 / 6.(j BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.676 F 999 180 J 1561 1720 / 921 / - / - 16.6 BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): 0.075 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.141 L - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code ! Misc Criteria Creep Factor. 2.0 J Min Br 9 Width Re q = 1.8Bearin Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.D sf p Bldg Code: FBC 2017 RES Max TC CSI: 0.395 s B & J are a rigid surface. 9 g Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.506 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.481 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply Ibs) ( Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.16 A - B 27 0 F - G 2028 -3246 Lumber B - C 1669 -2806 G - H 107 -2959 Top chord 2x4 SP #1 C - D 1625 -2567 H - 1 167r5 -2567 Bot chord 2x4 SP #1 D - E 1873 -2959 1-1 1666i -2806 Webs 2x4 SP #3 E - F 2028 -3246 J - K7 0 Wind Maximum Bot Chord Forces Per Ply (I S) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Ten Comp. B - T 2440 -1350 P - O 2993 -1625 - T - S 2438 -1350 O - N 226i1 -1216 . 56R S - R 2261 -1186 N - M 22d1 -1216 - ;io - Q 2261 -1186 M - L Q - P 2993 -1615 L - J 2438 2440 -1379 -1379 io No 0.77*02 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ T - C 163 -12 P - G, i 328. -185 - STET ) C - S 254 - 275 G - O D S 301 O H W1 - 523 942 � - -205 - -565 D - Q 942 -565 M - 1 Q E 381 523 H - M 254' -275 302 - 205 - - F I-L -P 226 -300 1631 -14 I 40 01 SA38 FF 5B 91 BO BB 7F48 00 99.2E 85 FB i is itemI=fiiem elecsmntrais?rs r ed'snd sealed try 3.4.=1M;nkhMr �jt?., lts.G47tfl2(atlMc �'aYc Straws aExi� aadeg a sNA z a�-ttiaratat�aasae. tad eapiax 61 tdsd mt=ant cr A&uad s9 dgadsa bd W'd ttc..er Taa sntitasfcxwcrda raas[3aa arnrN;ed mmyelactmic dies. —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme pre in fabricating, handling,shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI and'SBCA) fr safety practices prior to performing these functions. Installers shall provide temporaryt#frey bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppey attached 0 id ceiling.Locations shown for permanent lateral restraint of webs shall have bracin Installed per BCSI sections B3, B7 or 810, om fit rf r r as applicabgle. Appplates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to i. drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the building Designer per ANSIITPI 1 Sec.2. For more information see this'ob's general notes a and these web sftes: ALPINE: www.al ineitw.com; TPI: www. inst.o SBC1L www.sbandu .coin ICC: www.iccsafe.o F Number: 36CS00060 Ply: 1 SEQN: 668635 / T20 / HIPS B 18?8-Cali"D"/DR Horton /4EBB 1828-Cali"D" Qty: 1 FROM: AH DRW. ss label: A8G Wgt: 235.2 Ibs __ / ... 05/2912018 T 11'4" 2'10" 15'4"12 17' 24'228'4 h 32'8" } 39'8" _t 7' 4'4" 4'0"12 1'T 4'4"12 414 4'4" 7' 912X4 =5X8=3X6 =5X10 =6X6 912X4 12 Cm 8 D E F G H I m6 gJ T 6� T 'o (a) (b) (a) j B KM4 i7 1 s� a4X12A(B3) L12(83) U S R Q P O N M 1114X4 =8X10T =5X6 =5X6 1112X4 =5X6 =5X6 =8X10 914X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 11'4" 28'4" 1' 6" h 67"12 4T 2'8" i 4'1"4 h 4'1"4 i 1'8"1� Z." t 4'2"4 6'7"12 6" 6 T1"12 11'4° 14' 19'10" 23'1I2� 32'6"4 397 981, III L181r 1 a.2 28 f 2`6'4"'� h Loadin" Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 C Des L& NCBC_L 37.00 10.00 Mean Height: 15.00 ft Mea TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load D ration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacin t 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #1 Bot chord 2x6 SP #1 Webs 2z4 SP #3 (a) Corgi muous lateral restraint equally spaced on membe(. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @6"ob. 11 (b) Continuous lateral restraint equally spaced on membe('' Or 2x4 'T" reinforcement. 80% length of web mi�Mber. Same species & grade or better, attached with 16d Box or Gun (0.135"x3.5",min.)nails @6"1. SpeciaI Loads --(Lumber Dur_Fac.=1.25 / Plate Dur.Fac.=1.25) TC: Flom 56 plf at -1.00 to 56 plf at 7.00 TC: F)om 28 plf at 7.00 to 28 pif at 32.67 TC: FEom 56 plf at 32.67 to 56 plf at 40.67 BC: F��[om 4 plf at -1.00 to 4 pif at 0.00 BC: F,'�om 20 plf at 0.00 to 20 pif at 7.03 BC: F,'rom 10 plf at 7.03 to 10 plf at 32.64 BC: From 20 plf at 32.64 to 20 plf at 39.67 BC: P�„=Iom 4 plf at 39.67 to 4 plf at 40.67 TC ¢00 lb Conc. Load at 7.03,32.64 TC: 71 lb Conc. Load at 9.06,11.06,13.06,15106 17.06,.06,20.60,22.60,24.60,26.60,28.60,30.60 BC: 13 lb Conc. Load at 7.03,32.64 BC: 27 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06, ),,,9.06,20.60, 22.60,24.60,26.60,28.60,30.60 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# LOG R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.188 1 999 240 B 70 / 398 / 75 / - / - / 8.0 Lu: NA Cs: NA VERT(TL): 0.520 1 968 180 T 5210 / 2583 / - ! - ! - 18.0 Snow Duration: NA HORZ(LL): 0.034 M - - K 2102 / 1040 ! - / - / - / 8.0 HORZ(TL): 0.063 M Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.3 Bldg Code: FBC 2017 RES Max TC CSI: 0.973 T Min Brg Width Req = 6.1 TPI Std: 2014 Max BC CSI: 0.588 K Min Brg Width Req = 2.1 Bearings B, T, & K are a rigid surface. Rep Factors Used: Yes Max Web CSI: 0.990 Bearings B, T, & K require a seat plate. FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Wind A - B 27 -20 G - H 1915 - 3871 Wind loads and reactions based on MWFRS. B - C 1219 -607 H - I 2079 -4207 Additional Notes C - D 2918 -1445 I - J 2080 -4207 D - E 2918 -1445 J - K 2000 -4032 Negative reaction(s) of -398# MAX. from a non -wind E - F 176 -372 K - L 27 -20 load case requires uplift connection. See Maximum F - G 176 -372 Reactions. No 047102 ` � e e *: STATIE 07 40 015A 38 FF 5B 81 BO BB 7F48 00 99 2E 85 FB This itemjasbfs ckdrwkeep::6ined zsxlad4y PAarrxxt rAarttner, '?£(rL, ik."r.;s21 on the doz ritown ai muinga SHA•1 ar.~�eastaatiest e�fe. tested crpfa aldk r3mcrraara= motcrar3tueaed sfp"a a 9 Ind windtfv,v4xtaeahmtiatk-A mdsnust.hA*mSfbdretamidoctrark umim Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 495 -1072 Q - P 2645 -1319 U - T 488 -1045 P - O 3930 -1955 T - S 191 - 96 O - N 3930 -1955 S - R 191 - 96 N - M 3568 -1740 R - Q 2645 -1319 M - K 3538 -1733 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ C-U 691 -170 G-P 1610 -780 C - T 1225 - 2569 P - H 483 - 719 D - T 433 - 565 H - N 367 -162 T - E 2018 -4043 I - N 364 -456 E-R 2168 -949 N-J 817 -434 R - G 1498 -2985 M - J 712 -177 G-Q 337 -31 "WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) F safety practices prior to performing these functions. Installers shall provide temporarrvy ryyteY BCSL Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propp,Voy id ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI secfions B3, B7 or 610, em rantnts ur e. AppTy plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to f 50A-Z for standard plate positions. vision of ITW BuildinQqComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the iformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page _ drawing indicates acceptance of professtonat engineering responsibility solely for the design shown. The suitability tf this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00060 Ply: 1 SEQN: 668624 / T15 / SPEC 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: D1 Wgt: 103.6 Ibs / ... 05/29/2018 64"8 10'8" 14'11"8 21'4" f' 6'4"8 F EX, 4'3"8 + 648 1 4"t 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 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 112X4 =3X4 =3X8 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 21'4" 4 1 1'4" 4'5"4 6'2"12 f 12"12 9'4" 10'8" 15'1"4 21'4" 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: Any GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. 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 / B 869 1397 / 529 1- / 229 I Pf: NA Ce: NA VERT(LL): 0.040 H 999 240 Lu: NA Cs: NA VERT(TL): 0.109 H 999 180 F 805 1360 1463 /- / - / Snow Duration: NA HORZ(LL): 0.017 G - - Wind reactions based on MWFRS HORZ(TL): 0.033 G - - Creep Factor. 2.0 B Min Brg Width Req = 1.5 F Min Big Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.477 Bearings B & F are a rigid surface. TPI Std: 2014 Max BC CSI: 0.310 Bearings B & F require a seat plate. Rep Factors Used: Yes Max Web CS 1: 0.325 FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply Plate Type(s): Chords Tens.Comp. Chords Te VIEW Ver: 17.02.02.1208.15 A - B 27 0 D - E 11 B-C. 1194 -1342 E-F 1: WAVE C - D 999 - 946 If 40 015A38 FFSB 8%BO BB 7F4& 00 s9 2E g5 FB Thk 4tatn'hub¢ cls %4nedand�lad by tAOXMI Wttt=, PE (ri.. Uc.r47tII ICA bads shxaaaabo m WAD a 5HA"1 ae.MiCitG`ta4i4.'9a 2Gt5e. Pimtad c afticsaw-u-rrA=cotcrosi&sed 14nwd=dsp6d and u,4 SiWl aa.*ftmticaSsr w do raoet bu vrA6nd m wFe l"tmnk capial. Maximum Bot Chord Forces Per Ply Chords Tens.Comp. Chords TE B-J 1138 -946 H-G 1 J -1 1135 - 946 G - F 1 I - H 1135 - 946 Maximum Web Forces Per Ply Webs Tens.Comp. Webs J-C 224 -21 H-E C - H 505 - 428 E - G D - H 587 -588 121 -947 555 -1349 jibs) is. Comp. i1 44 949 47 - 950 ts. Comp. i15 -439 75 -41 "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 shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byV TPI anc7 SBCA) fo'r satPety practices prior to performing these functions. Installers shall provide temporary E;�y bracing per BCSey I.. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 610, om x�ntnr ng as applicable. Apply places to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to 7 drawings 16OA-Z for standard plate positions. Alpine, a division of ITW BuildinS�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI II PI 1, or for handling shipping, installation and bracing of trvsses.A seal on this drawing or cover page_ . listing this drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIMPI 1 Sec.2. Job Number: 36CS00060 4EBB 168-Cali "D" /DR Horton /4EBB 1828-Cali "D" Truss Label: D1GE Z8" —f' T4" -1 (TYP) Loading Criteria (psq Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: It Des Ld 37.00 EXP: C NCBCIwi : 10.00 Mean Height: 15.00 It TCDL: 4.2 psf Soffit: [1 2.00 BCDL: 5.0 psf Load Duration: 1.25 �: " MWFRS Parallel Dist: 0 to h/2 Spacio 24.0 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs �x4 SP #3 Plating' Notes All places are 2X4 except as noted. Wind �lI Memb�r design based on both MWFRS and C&C. Additional Notes See DiGS A16015ENC101014 & GBLLETIN1014 for gable s nd bracing and other requirements_ Ply: 1 Qty: 1 Wgt: 134.4 lbs 10'6° 10'8" 21'4" SEQN: 668625 / T2 / GABL FROM: AH 214" 10'8" DRW: ... / ... 05/2912018 21'4" , 21'4" 1 Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.001 H 999 240 P* 81 137 / 39 /- / 11 / 256 Lu: NA Cs: NA VERT(TL): 0.002 AE 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): 0.002 J - - P Min Big Width Req = - HORZ(fL): 0.003 J - - Bearing B is a rigid surface. Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) TPI Sid: 2014 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp. Rep Factors Used: Yes Max Web CSI: 0.088 A - B 27 0 1-1 304 -24 FT/RT:20(0)/l0(0) Mfg Specified Camber: B - C 87 -120 J - K 253 -21 Plate Type(s): C - D 80 -90 K - L 202 -23 WAVE VIEWVer:17.02.02.1208.15 D-E 105 -71 L-M 154 -43 E-F 153 -50 M-N 105 -64 F - G 202 -29 N - O 74 - 84 G-H 253 -21 O-P 81 -113 H- 1 303 -24 P- Q 27 0 40 OS SA 38 Ff 58 81 SO B8 7F48 00 99 2E $5 FB sassztsamh�a„¢t�{r�r��:�,�d:�hd�y ratnasrcfnc� rr�s. L$s.nar�xl car t�e�azc st�a,�F a6are u.�nQ a sHns �:�sene�t�rtrc�8a, iartatad ct�;•msarxt� sinccam�,st am nmu�al�sed signa:dsxad ss*abd �d ttaa S,:,A Z avih¢nt3i'aSeos'x nes[�� �srNSedree sze��Aetttmrsk ax�as. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AE 175 -108 X - W 192 -107 AE-AD 183 -110 W - V 191 -107 AD -AC 185 -110 V - U 189 -106 AC -AB 188 -111 U - T 187 -106 AB -AA 190 -112 T - S 185 -105 AA- Z 191 -112 S - R 183 -104 Z-Y 192 -113 R-P 175 -103 Y-X 192 -107 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C -AE 174 -103 W - J 187 -83 D -AD 88 -65 V - K 153 -73 E-AC 101 -74 U-L 100 -73 F-AB 100 -73 T-M 101 -74 G -AA 153 -73 S - N 88 - 65 H - Z 187 -83 R - O 174 -103 I-X 0 -162 *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses revqire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Comppnen[ Safety Information, bVV TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary [frrey bracing per BCSI. Unless noted d1herwise,t0p chord shall have properly attached structural sheathing and bottom chord shall have a progpefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, ntfr xrncnts;ni as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (tefer to t drawl a gs 160A-Z for standard plate positions. Alpinef a division of ITW Buildin!�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover Page_ listing! this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitbility and use of this drawing for any structure is the responsibility of the Building Designer per ANSIfrPI 1 Sec.2. For more information see this iob's general notes Daae and these web siterr ALPINP w alnineitw.mm• TPI• w tninst nm• SRCA• w shrind—tm min- IM, www irr_cafP nm Job Number: 36CS00060 Ply: 1 SEQN: 668626 / T14 / SPEC 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: I Truss Label: C1 Wgt 50.4 Ibs / ... 05/Z9/2018 7' 14' 7' 7' C=-5X6 to ip a 2X4(A1) I 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 14' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: it 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 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C 7' T 1 7' 14' 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 / B 593 / 272 / 371 / - / 158 / Pt NA Ce: NA VERT(LL): -0.019 E 999 240 Lu: NA Cs: NA VERT(TL): 0.030 E 999 180 D 527 / 234 1304 / - /- / Snow Duration: NA HORZ(LL): -0,009 E - - Wind reactions based on MWFRS HORZ(TL): 0.011 E Creep Factor: 2.0 B Min Brg Width Req = 1.5 D Min Big Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.683 Bearings B & D are a rigid surface. TPI Std: 2014 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)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply Plate Type(s): Chords Tens.Comp. Chords Te VIEW Ver: 17.02.02.1208.15 A- B 27 0 C- D I B - C 777 -739 WAVE 40015A38:FF5B81808137€4800992E85FB Vitt item hubs n eleciroftiob�14ned a9 saaledby lA�l markmaz Maximum Bot Chord Forces Per Ply Chords Tens.Comp. Chords Te B - E 598 - 536 E - D Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C-E 311 -82 -738 -536 rEla. L%.0471mzt on thz&1asitaw ttitawe using 3SM-1 a^�handtatRxt amJa. rued sr§�#ascrrhis d�rrzsastara not oaxicerad sen3aziau�t3 sealed mat, the. lma auttwenriraMaasco:9e mast traaedfied tvs utydactrarA —WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "`IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme tare in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and'SBCA) tsafety practices prior to performing these functions. Installers shall provide temporary prior - or bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, oni me�ents itr as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shlppinp, installation and bracing of trusses.A seal on this drawing or cover page_ , listing this drawing indicates acceptance of professionaj engineering responsibility solely for the design shown. The suit -ability and use of this 9�awing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. ,,and information see this'ob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. insto ; SBCA: www.sbcindu .com; IM www.icesate.org 0 r um er: 36CS00060 Ply: 1 SEQN: 668627 / T3 / GABL 1828-Cali "D"/DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW. Label: C1GE Wgt: 78.4lbs .. / ... 05/29/2018 7' + 14' T T 1'8" - -{ ITYPI l G=4X4 Loading Criteria (psf) Wind Criteria TCLL: 207.0A0 Wind Std: ASCE 7-10 TCDL: 0 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des LdIj d' 37.00 Mean Height: 15.00 ft NCBC : 10.00 TCDL: 4.2 psf Soffit: 4� 2.00 BCDL: 6.0 psf Load R ration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacin �: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #1 Bot ch",rd 2x4 SP 91 Webs ^2x4 SP #3 Platin III Notes All plat. s are 2X4 except as noted. Wind I Membr,r design based on both MWFRS and C&C. Addi -Pol nal Notes See *GS A16015ENC101014 & GBLLETIN1014 for gable „'nd bracing and other requirements. 14' 14' 14' Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Def11CSI Criteria PP Deflection in loc L/defi L/# ♦ Maximum Reactions (Ibs), or.=PLF Loc R / U / Rw / Rh / RL / W L- 84 139 140 /- / 12 1168 Pt NA Ce: NA VERT(LL): -0.001 F 999 240 Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.002 E - - L Min Brg Width Req = - HORZ(TL): 0.002 E Bearing B is a rigid surface. Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.118 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2014 Max BC CSI: 0,026 Chords Tens.Comp. Chords Tens. Camp. A - B 27 0 G - H 213 -26 Rep Factors Used: Yes Max Web CS 1: 0.061 FT/RT:20(0)/l0(0) Mfg Specified Camber: B - C 14 -66 H -1 1.57 -48 Plate Type(s): -. C - D 61 -28 1- J 105 -69 VIEW Ver: 17.02.02.1208.15 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 I 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 v t. " '°�%aar . Maximum Gable Forces Per Ply (Ibs) No 047102 Gables Tens.Comp. Gables Tens. Comp. e.' C - V 122 - 56 Q - H 205 - 83 D-U 115 -75 P-1 159 -72 E-T 159 -72 O-J 115 -75 STATE ;� F - S 205 -83 G-R 13 89 N - K 122 -56 40 01 5A 38 FF 58 8180 88 7F48 00 99 2E85 FB Thu te111h=ret1%al€dre,katy1Jii dd =261aaled by m2mcd m2rd as x^'� {rt.. t�.raztaz) rm t'��dat,: stwwnalxiaa arfing a s3sn-a a�thant�a�du, NAtedcs, xraithisdozommrrta not cxssidsaadgpwdandmW ar d ttsa m4A:1, 4AcPtsmt tornado nmtbttvcdf?ed m awf dectrank capim "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s reqwire extreme care in fabricatinq handlin shi ping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building nen[ Safety Information, by TPI and'SBCA) for satPety practices prior to pertormIng these functions. Installers shall provide temporarryy per BCSI. Unless noted ol{herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly tl riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 610, cable. Apply plate. to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to Is 160A-Z for standard plate positions. a division of ITW BuildincqLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shippincl, installation and bracing of trusses.A seal on this drawing or cover page _ . this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability le of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. information see this lob's aeneral notes oaae and these web sites: ALPINE: www.aloineitmoom: TPI: www.toinst.om: SBCA: www.sbeindustrv.com: ]CC: wwmiccsafe. rrrrey pry/Tt7tICli1S>Att No Job Number: 36CS00060 Ply:1 1 SEQN: 668628 / T22 / HIP_ 4EBB 1828-Cali "D" /DR Horton 14EBB 1828-Cali "D" Qty: 2 FROM: AH DRW: Truss Label: M3 Wgt:11.2 Ibs .. / ... 05/29/2018 12 C 6 T 2X4(A1) B d' tO A D • SEAT PLATE REQ. 21 1t 21 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / B 87 / 69 / 144 I - l 64 / TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 32 / 5 / 29 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - - C 13 / 28 112 Des Ld: 37.00 EXP: CMean HORZ(TL): 0.000 D - - Wind reactions based on MWFRS Code I Misc Criteria : 1 00 Height: 15.00 ft g CreepFactor. 2.0 B Min Brg Width Req = 1.5 . Soffit: 2.00 soffit TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.094 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.023 C Min Brg Width Req = - Bearing B a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes P Max Web CSI: 0.000 Bearing B requires a seat plate. r Loc. from endwall: not in 9.00 ft FT/RT'20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens r' m Chords T. Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 11 zi 40 015A38 FF 5B SI B0 EB 7F48 00 99 2E 85 FP rhltttem;msiek !%,d'a�.ealcd hY tAauvse9 Martba� P• A-B 13 0 B-C Maximum Bot Chord Forces Per Ply Chords Tens.Comp. B-D 0 0 - 3B �{o., u,:.azrtsa! an mate sne,�a� ua�sasun-x aaa�,nar.�attasdc. Ew�tedsa i'tfiatdtrer..srt=mot cersxt&wdsta aAdrealaa and the I as.:tficntkaSaa =dem=k teaw dli .j casa fd"tw k ins: **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI andSBCA) safety practices prior to performing these functions. Installers shall provide temposry trNeY bracin g per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheU rigid ceilin Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 610, r�r�reruat as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to f draw!ngs 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc, shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling{ shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. I:., more inf---tinn see this lob's nenerai notes nave and these web sites: ALPINE: www.aloineitw.com: TPI: www.toinst.ore: SBCA: www.sbcindusW.com; ICC: www1cmafe.om Job Number: 36CS00060 Ply: 1 SEQN: 668629 / T19 / EJAC 4EBB 1828-Cali 'D"/DR Horton 14EBB 1828-Cali "D" Qty: 14 FROM: AH DRW. Truss Label: EJ7 Wgt 23.8 Ibs / ... 05/29/2016 _] TCLL: TCDL: BOLL: BCDL: Des Lc Soffit Load Top c Bot ct Wind C SEAT PLATE REQ. 7- -I 7- Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefilCSI Criteria ♦ Maximum Reactions (Ibs) 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc UdellU# Loc R % U / Rw / Rh / RL / W B 336 1117 / 259 / - / 173 / 8.0 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 / 20 / 101 ! - / - 11.5 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.014 D - - C 171 / 133 / 91 / - / - / 1.5 37.00 37.00 EXP: C HORZ(TL): 0.025 D - - Wind reactions based on MWFRS Code ! Misc Criteria :10TCDL: Mean Height: 15.00 ft Creep Factor: 2.0 B Min Big Width Req = 1.5 2.00 42 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.496 D Min Big Width Req = - ation: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.366 C Min Big Width Req = - Bearing B a rigid surface. 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 77 -151 2x4 SP #1 2x4 SP #1 design based on both MWFRS and C&C. No 8 40 015A38 TF 513 8130 B@ 7F49 00 99 ZE 85 FB 7#•;hiterr a $acmciatizeats ysdgnadma:zaladbyfaaruclMartwz, (A.. Lk.04711121 a7 the date stmal Awn Lrbo a SK4 1 tManrltati�uecde. tedeepi"Oft k dmUMMAmaZot=14&red xi'Pan9.snd=eied sad ttr-?sutijwtm9eA=de nest kavaafed.mavyd"tiunk r 00L Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses, require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an r7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary crrrey, bracing er BCSI., Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro fly attache n 'd ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B1Q nnr n7nents;nr as applicable. Apply pplates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to l drawings 160A-Z for standard plate positions_ Alpine, division of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in onformance with AN PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, _ listing ttt,_his drawing, indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. IJob Number: 36CS00060 Ply: 1 SEQN: 668630 / T16 / JACK 4EBB 1828-Cali "D"!DR Horton AEBB 1828-Cali "D" City: 4 FROM: AH DRW: Truss Label: BJ5 Wgt: 16.8 Ibs / ... 05/29.12018 C SEAT PLATE REQ. 04 1 �T 'll 5, Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefi U# Lee R / U / Rw / Rh / RL 1 W B 263 196 / 208 ! - 1 129 / 8.b TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 90 / 13 170 / - 1- 11 5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.007 D - - C 119 / 93 / 62 / - /- / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.008 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 p B Min Br g Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psi p BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.309 D Min Brg Width Req = - I Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.182 C Min Brg Width Req = - Bearing B a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Wind Duration: 1.60 Plate Type(s): WAVE Maximum Top Chord Forces Per Ply (lb, VIEW Ver. 17.02.02.1208.15 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. No 047i8t w STATE OF, At F013,111 M- .. 40015A38fF5881BOBB71`400'992E85 FB **Itamh=bx a rest aei and uafadfry fAAum taa kM"-„ Chords Tens.Comp. Chords Te A-B 27 0 B-C Maximum Bot Chord Forces Per Ply Chords Tens.Comp. B-D 0 0 -120 ?8. (=i., t[c.E>1J1H3f aothec �tcaa�n aEsmn tag a SNA 1 a�.ihantiwf�ala. r'Viwt¢dcr�icsaisf�s dwcasaar.,tarmnotcxauadvsd �gnadaa�sf ssa�eg and et�:e�A=.2 asAhent�at�rle enuattia wu2t�kr.�r aaycdactmr�. ca�ias. "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, bVv TPI and'SBCA) tot safety practices prior to performing these functions. Installers shall provide temperay t7llSy, bracing per BCSI.. Unless noted ojherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheU nggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, pyr � �jrrs lie as applicable. Apply pplates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise_ f2efer to t drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinQQComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of proiessrona 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 ANSI1TP11 Sec.2. Fnr mnro in/nrtnaNnn cne Mic inh'c nancml nnfoe nano and those woh sites• AI PILAF, www al MPff TPI• w t6mt nm• SBCA' wunv_shcindustN_mm, ICC, www_iasafe.om Job Number. 36CS00060 Ply: 1 SEQN: 6686311 T171 JACK 4EBB 168-Cali "D" /DR Horton AEBB 1828-Cali "D" Qty: 4 FROM: AH DRW: Truss La6e1: BJ3 Wgt: 12.6 Ibs / ... 05/2912018 C 12 6 T O Lo 2X4(A1) B cV A D SEAT PLATE REQ. 1, 3 .� 3' Loadinj Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg:.NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL 1 W B 193 / 76 / 162 / - / 86 18.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 / 6 141 / - / - 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D - C 64 / 51 / 30 / - / - / 1.5 Des Ld�l 37.00 EXP: C HORZ TL 0.003 D - - ( ) Wind reactions based on MWFRS Code / Misc Criteria NCBC4: 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Creep Factor. 2.0 B Min B Width Re 1.5 r9 q = D Min Brg Width Req = Soffit 2.00 �'ratiw,1.25 BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.174 C Min Brg Width Req = - Load D MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.072 Bearing B a rigid surface. Spacing P 9 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. r Loc, from endwall: Any FT1RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Camp. Lumber A - B 27 0 B - C 29 -105 Top cho Bot ch rd 2x4 SP #1 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. T Membi design based on both MWFRS and C&C. B - D 0 0 .. T 0147182 . W4 w p STATE SEMAL 40015A38FF5881BO6137F4800992E95FB Thk HOMIsz Lrccweta '_ sY}yied arrd scatad try bAaasect Marttars; ?£(£L. bk..YRrfS2t ca thsdaA2 ahawn a6srre ir�3g a SH,�i 23J[�iCti4t.7iN4d5:J8, Nbwdcrpindthasd c—t=a not cxsW&n4 dgncd and =salad aril114.Si l ba*Idfw CA my'd dtark rs�ias. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusse regqwire extreme care in fabricatingg handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compo enf Safety Information, by TPI anc7'SBCA) toi safety practices prior to performing these functions. Installers shall provide temporarryy t7lrey bracingr er BCSI. Unless noted olhervise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly attache riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 87 or 610, nm A�ntntS nr as app jcable. Apply p!a�es to each face of truss and position as shown above and on the Joinf Deta!Is, unless noted otherwise. (2efer to f.. draw!n�s 160A-Z for standard plate positions_ Alpine a division of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss iglconformance ANSI! fPl 1, for handling installation bracing trusses.A this drawing with or shipping, and of seal on or cover page. listing this drawingg indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer ANSI/TP11 Sec.2. per For moreiinformation see this'oUs general notes page and these web sites: ALPINE: www.al ineitw.com• TPI: www. inst.o ; SBCA: www.sbcindu .com; IM www.i=afe.org Job Number: 4EBB 1828-CaliCD o/DR Horton /4EBB 1828-Cali "D" I Wgt 11.2 Ibs I FROM: AH 632 / T18 / JACK I DRW:/ 05/�9I2018 I Truss Label: BJ1 4"3 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: 11 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 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. n 12 6 C 2X4(A1) B SEAT PLATE REQ. M T o to III 1� 1' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / B 150 177 / 145 ! - / 42 / Pt NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA D 11 110 118 / - / - / Snow Duration: NA HORZ(LL): 0.000 D C -14 / 28 / 25 / - / - / HORZ(TL): 0.000 D - - Creep Factor. 2.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES 'Max TC CSI: 0.163 D Min Brg Width Rep = - TPI Std: 2014 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)/l0(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Te A-B 27 0 B-C 40 015A38<FF 50 81BO 88 7F48 00 99 2E 85 FB 0,11 Item hm becromat =afad by fAaaml Martin", PEfd<.,uc.cA7ta21astiedasaAwn a Wing aSxWl, aa.'diarrGcaY&.+naez#Sa. Pxtsted cup€asafthk dcaanm r>t are mat�sddmod tr"�nadwti aeaied a dIL S:A:I--thcatkatskAC"de msst be..dfid'.M amydectank copies... Maximum Bot Chord Forces Per Ply Chords Tens.Comp. B-D 0 0 -19 "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, byTPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary rrrreff bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins lied per BCSI sections B3, B7 or 610, i rt nts nn as applicable. Apply plates to each face of truss and position as shown above and on the Joint" Details, unless noted otherwise. 12efer to t, draw!ngs 160A-Z for standard plate positions. A!pine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI! fPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. _ listing this drawingg indicates acceptance of protiessional engineering responsibility solely for the design shown. The surtabritty, and use of this drawing for any structure is the responsibility of the Building Designer per ANSUTPI 1 Sec.2. Job N 4EBB Truss TCLL: TCDL: BCLL: BCDL: Des Lc Soffit Load 36CS00060 Ply: 1 SEQN: 668634 / T21 / HIP_ ali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 2 FROM: AH CJ7 Wgt 42.0 Ibs Ti SEAT PLATE REQ. Criteria (psq Wind Criteria 20.00 Wind Std: ASCE 7-10 7.00 Speed: 160 mph 0.00 Enclosure: Closed 10.00 Risk Category: II EXP: C 37.00 Mean Height: 15.00 ft : 10.00 TCDL: 4.2 psf 2.00 BCDL: 5.0 psf ation: 1.25 MWFRS Parallel Dist: 0 to h/2 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 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: F4om 2 pit at 0.00 to 2 pif at 9.84 BC: From From 0 plf at -1.41 to 4 plf at 0.00 BC: 2 plf at 0.00 to 2 pff at 9.84 TC: 7 lb Conc. Load at 1.41 TC. 128 lb Conc. Load at 4.24 TC: 38 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 Ilds and reactions based on MWFRS. 6'3" L 9110"1 6'3" I' 37" 6'1 "4 T 3 2" i 6"1 6'1"4 9'3"4 9'101 DRW: 1 05/29/2018 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# LOG R / U / Rw / Rh / RL / W B 330 1208 1- /- /- 110.6 Pf: NA Ce: NA VERT(LL): 0.015 G 999 240 Lu: NA Cs: NA VERT(TL): 0.041 G 999 180 E 385 1 175 / - / 0 / 0 / 1.5 Snow Duration: NA HORZ(LL): 0.004 F - - D 29 114 / - /- /- / 1.5 HORZ(TL): 0.008 F - - Creep Factor. 2.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.241 E Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.326 D Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.256 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A-B 14 -11 C-D 55 -72 B - C 330 - 650 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- G 604 -290 F- E 0 0 G - F 591 - 288 Web ' Webs Maximum Tens.Comp es P Ply (Ib Tens. Comp. G - C 286 -47 C - F 345 -709 STATENo 0471 � 40 01 SA38 FF 5B 81 BOBB7f4900992EE5FB 7ii(<Is¢micas$�cmetccsecvsRza�gaE�ned.�2s�al�d lr; ataaszel Martinca, E M. Lb"947IE21 m ria daft ihawa ab minga 5RA41 �athent+ca�ssrtt�a i'i$ItQ1S E4g�liCSa�Lfffi� dots�ata*rm SiDFErusvd<xed ST�RI[d ai3� rS+alad ar.6 thc.::rssg;.i zzkhentka:iavcu 2e mrr;t t�*wfcfcataffipd"Ira&_ rextins. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingA shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anc�'SBCA) for safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly Id ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections 63, B7 or B10, e. A pin plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to 60A-Z for standard plate positions. of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nce withANSIITPI 1, or for handlinj shipping, installation and bracing of trusses.A seal on this drawing or cover page. ing indicates acceptance of pro essronaT engineering responsibility solely for the design shown. The suitability yawing for any structure is the responsibility of the Building Designer per ANSIfTP11 Sec.2. rfirey onipplie rrs,uz Y Gable Stud Reinforcement Detail - - - A-S_C-E_=JO 15.0=rlph-Wand=Spee-d;-1=5=dean-Height,=E-nc-lose=d Expos-ure C, Kzt = 1.00 Or, 140 mph Wind Speed, 15' Mean Height, Portlally Enclosed, Exposure C, Kzt = 1.00 Ors 140 Mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt = 1,00 fire 1P0 mmh Wind Sneed. 15' Mean Halnht. Portially Enclnsed. Exnnsure D. Kzt = 1.00 S 2 x 4 Brace Gable Vertical Spacing Species I Grade No Braces (1) lx4 'L' Brace r (1) 2x4 'L' Brace x (2) 2.4 'L' Brace ■ 41) 2x6 'L' Brace r (2) 2x6 'L' Brace It Group A Group B Group A Group B Group A Group B Group A Group B Group A #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' e' 1' 9' 3- 9' 7' 12' 2' 12' 8' 14' 0' - S P F #3 3' 8' 5' 9' 6' 2' 7' 8' 7' il' 9' 1' 9' 6' te, 0' 12' 6' 14' 0' V140B Q P Stud 3' 8' 5' 9' 6' 1- 7' 8' 7' it' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' Standard 3' 8' 4' 11' 5' 3- 6' 7' 7' 1' 8' it, 9' 6' 10' 4' il' 1' 14' 0' #1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' e' 12' 4' 12' 9' 14' 0' - S P #2 3' 10, 6' 7' 6' 10' 7' 9' 1 9' 3' 9' 7- 12' 2' 12' 8' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7- 6' 111 7' 5' 9' 2' 9' 7- 10, 11' 11' 8' - 0' 1 4' 0' � D F L Stud 3' 9- 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' 10, ill 11' 8- 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' B' 4' 8' it, 9' 8' 10' 4' 13' 1' 14' 0' U #1 / #2 4' 5' 7' 6- 7' 9- 8' 10, 9' 3' 10, 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' -i-') U O S P F u i rlf #3 4' 2- 7' 1' 7' 9' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' Stud 4' 2- 7' 1- 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' Standard 4' 2' 6' 1' 6' 5' 8' 1' 6' 8' 10' 5' 10, 10, 12, 8' 13' 7' 14' 0' 14' 0' #1 4' 7- 7' 7' 7' 11' 9' o' 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' IF 14' 0' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, il' 13' 4' 14' 0' 14' 0' 1.4' 0' D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' t' 10' 6' 10' it' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10, 10, 11' 10, 12' 7' 14' 0' 14' 0' #1 / #2 4' 10' 8' 3- 8' 7' 9' 9' 10' 2' 10' 7' 12' 1' 14' 0' 1 14, 0' 14' 0' 14' 0' S P F #3 4' 7' 1 8' 2' 8' 5' 9' 8' 10' 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Lf U Stud 4' 7' 6' 2- 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' O H F Standard 4' 7' 7' 0' 7' 5- 9' 4' 10, 0' Il' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' X d CU S P 01. 5' i' e' S. 8' B' 9' 11' 10' 3' tl' 9- 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' #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' to' 1' 11' 7' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' 1 I D F L 1 Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' 1 11' 7' 12' 0' 14' 0' 14' 0' 14' w Standard 4' 7' 6' 6- 6' 11' 8' 8' 9' 3' it, 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' able Truss Ai Diagonal brace option T vertical length may be I doubled when diagonal 18' X brace Is used. Connect L diagonal brace for 600# at each end. Max web Brace total length Is 141. X)KE l 2x6 DF-L #2 or I better diagonal T Vertical length shown ( bracei single 1 8, )K In table above. or double cut L 45' (as shown) at 1 upper end Connect diagonal at ',> 5N••.-• A oiii midpoint of vertical web. Refer to chart above for . qd46 # i rg wwWARND40- REAR AND FOLLOW ALL NOTES-Oi THIS DRAWING^- r._. w.INPORTAMT- FIRWSH THIS DRAWING TO ALL COMn ACTH DLCLUDIM UK MALLERL Q' NOEN& Trusses require extreme care In fabricathg, handUng,•shipping, instalbng and brodng. Referr•to and ,, i� \ PoILow the latest etlithn of 11 1111, Component Safety lnformatbn, by 1 1 11 for`_sof11 practices prbr to performing these functions. Installers shop provide tanporany lemc�p per BCSL _ A Unless noted otherwise, top chord shall have properly attached structural sheathing ord 9tchoM y shad have a properly attached ridd celUng. Locations sham for pernanent lateral restraint of webs shall have bracing Installed per BCSI sectiorns 43, B7 or B10, as appllcabla. Apply plates to each face 7. of truss and poSlSim as shown above and on the Joint DeWUs, untess notetl otherwise. OF ILI�IUi + IIIJ-' Refwr to drawings 160A-Z for standard plate positions. Yy0 T.6f Npine, o division of ITV Buawng Components Group tnc, shall not be responsible far any deviation from )60r, ,AN II'WCOMPANY this drow&ng, any failure to build thetruss In confarnonce ►ith ANSI/TPI 1, or for hodbtj;, shipping, 9 pp33 �j� a hstoilatbn & bradng of trusses. �a+� Om'Ne A seat on this Jawilnttyi w cover page Listing this drawing, YlQicates acceptance of professiannt 13389 Lakdranl Drive f m � s hforma n�sLiee ,n4Mnora=l notes pp�nggaa aM 1-10Srthese reb sites pryA/ f/R'I// spr„as.SyE Earth City, MO 63045 Far am ALPIND wewaipineitw.cami TPB www,t stmrajSBCAr www.sbcVMustrv.orai ICO wwlecsaFe.org Bracing Group Species and Grades - Group AI S ruce-Pine-Fir Hem-Flr al / #2 Standard 02 1 Stud #3 1 Stud 1 #3 IStandard Dou to Fir -Larch Southern Plnew.w #3 03 Stud Stud Standard Standard Group Bi Hen -Fir pl & Btr at Do las Flr-Larch Southern Plne.sw Ct #1 a2 #2 lx4 Braces shall be SRB (Stress -Rated Board), wwFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these rades. Gable Truss Detail Notesi Wind Load deflection criterion Is 1-/240. Provide uplift connections for 75 plF over continuous bearing (5 psf TC Dead Load), Gable end supports load from 4' 0' cutlookers with 2' 0' overhang, or 12' plywood overhang. Attach IV braces with 10d <0.128'x3,0' min) naffs. )K For (1) 'L' bracer space malls at 2' o.c. In 18' end zones and 4' oc. between zones. )K )KFor (2) 'L' bracesn space nalls 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, 11 Gable Vertical Plate Sizes 11 Less than 4' 0' 2%3 Greater than Vertical Len th No Splice TOT, LD, 60 PSF SPACING 24,0' REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 MPH Wind Speed, 30' Mean Height, Partiatty Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nr, 1PA mnh Wind Snppd. no' Mean Helnht. PartlaLty Enclosed. Exnosure D. Kzt = 1.00 S Gable Vertical 2x4 Bracek3'8 Spacing Species Grade (1) Ix4 'L' Brace N (1) 2x4 'L' Brace x (2) 2x4 'L' Brace wo (1) 2x6 'L' Brace r (2) 2x6 'L' Brace Zil Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 6. 3'6' 6' 7' 5' 7' 8'8'9'9'2'11' 7' 12' 0' 13, 9' 14' 0' - SPF #3 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11, it, 13' 7' 14' 0' UFStud 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' t' Il' 2' Il' 11' 13' 7' 14' 0' Standard4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13, 1' 14' 0' #1 3' 10' 1 6' 4' 6' 7' 7' 6' 7' 9' B' 11' 9' 3' 11' 9' 12, 2' 13' 11' 14' 0' OJ f D P L #2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' It' 7' 12, 0' 13, 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, 10' 13' 8' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 1 10, 1' 10, l0' 13' 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' B' 6' 1' 7' 9' 8' 3' 8' It' 9' 7' 12, 2' 13, 0' U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' e' 9' 10, 1' 10' 6' 13, 3' 13, 9' 14' 0' 14' 0' - S P f #3 4' 0' 6' 7' 7' 5' B' 4' 8' 8' 9' Ill 10' 4' 13' V 13' 7' 14' 0' 14' 0' U Stud 4' 0' 6' 7' 7' 0' 8' 4' e' e' 9' 11' 10' 4' 13' V 13' 7' 14' 0' 14' 0' O H P I� Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' 10, 12' 8' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 1 8' 7' 8' 11' 10' 2' 10' 7' 13' 5' 13' 11' 0 14' ' 14' 0' 0 11 S P #2 4' 2' 7' 2' 7' 5' 8' 5' B' 9' to, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' 1' 5' 11' 6' 4' 7' 11' e' 5' 10, 0' 10' 5' 12, 5' 13' 3' 14' 0' 14' 0' D F L Stud 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10, 5' 12' 5' 13, 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' 10' 2' 11' 0' 11' 9' 14' 0' 14' 0' - r #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' CS S P r 43 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, ill 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' u' U LJ Stud 4' 5' 7' 7' B' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' X O H P Standard 4' 5' 6' W 6' 11' 8' 8' 9' 3' 10' 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' #1 4' 10' 8' 0' 8' 3' 9' 5' 9' 9' 11' 2' 11' 8' 14' 0' 0 14' ' 14' 0' 14' 0' S P #2 4' 8' 7' 11' 8' 2' 1 9' 4' 9' 8' 11' V 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 6' 6' 10, 7' 3' 9' V 9' 7' 11' 0' 116' 14' 0' 14' ' 0' 14' 0 14' 0' Cu D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11'' 6' 14' 0' 14' 0 14' 0'' 14' 0' Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10' 11' 1 11' 5' 12' 8' 13' 7' 14' 0' 14' 0' aymm About) able Truss Diagonal brace option T vertical length may be doubled when diagonal 18' )K brace Is used. Connect L I diagonal brace for 6900 i 'L' -yl- at each end. Max web Br ce total length Is 14'. ilE 31E III I 2x6 DF-L #2 or ` better diagonal 'r Vertical length shown I bracel single B, In table above. j or double cut L 1 45' (as shown) at upper end, OntInW.Us Bearing Connect diagona at p111t1111) midpoint of vertical web. Refer to chart above for max ga+Wle rtiL oVARNINfdu READ AND FOLLOW ALL NOTES IN THIS DRAWINGI usiWORTANT.. FLRrM TIOS URAVING TO ALL CONTRACTIDIS INCLUDING TIff MSTALLERS. �• Trusses require extreme care In fabricating, handling, shipping. Installing and bracyg. Refer to and Felt..the latest ..[ ding plan of SCSI (BuilComponent Safety tnformatlay by TPI -d SSCAI for safety tom. `�N51 practices prior to performing these functions. Instaliers shall provide temporary bracing per SCSI. Unless noted othe-l-, top chord shall have properly attached structural sheathing and bottom chord Z NO y fl �� shall have & property attached rigid calling. Locations shorn for permanent lateral restraint of webs halt have bracing Inst.Ued per BCSI sections H3, B7 or 910, as applicable. Apply plates to each face Q I I 1 L_J 1� of truss and position .s sho.n above and — the Joint Detacs, unless noted other.[... Refer to drawings 160A-Z for standard positions. C 111_YIJr-� plate Atp1m, a division of ITW BWldUng Can Group Inc shall not be responsible for any tleviatl.n iron ATE OF I ITWCOMPANY Donents tWsiraa� ,, any fauur_a�oo build the truss In conformancewith ANSI/TPl 1, or for handUna, shipping, A sent on t# dwwV,p or Cavan pope Osthg tide droirl t&6idlcutes'ncceptancrtof-profesaWml-J[qt �J.p �/ — ptr�c�r6�g responsO,Nty solely for tM dash shown. The suitability and use of this drawing Far' any structure L the reaponsOt✓Uty of TF,e BLdW% Designer per ANSVTPI 1 SeGB 3nive Earth City. Earth City, M063045 For more information see this Job's general notes page and these web sites ALPINE, w.w.nl.lneit..caw, TPB .ww.tolnstorpn sBi:w .ww.sbclntluctrYArpl ICG w..Jccsofvaro ¢¢f��, iEflr._ -W... Bracing Group Species and Grades, Group AI S ruce-Pine-Fir Hem -Fir 01 / #2 Standard #2 Stud 03 Stud1 03 Standard Dou ins Flr-Larch Southern Pinewsw #3 #3 Stud Stud Standard Stnndnrd Group BI Hem -Fir #1 & Btr #1 Dou las FV-Larch Southern Pine... #t #1 #2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). r.For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values maybe used with these wades. Gable Truss Detail Notes+ Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing <5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0,128'x3.0' min) nails, )K For <1) 'L' brace, space nails at 2' o.c, In 18' end zones and 4' o.c. between zones. 31E)Wor (2) 'L' braces, space nails at 3' o.c. In 18' end zones and 6' o.c. between zones. bracing must be a minimum of 80% of web member length. 11 Gable Vertical. Plate Sizes Vertical LenI No Scillce Less than 4' 0' 2X4 Greater than 4' 0', but 4%4 Less than + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16030 DATE 10/01/14 DR' G A16030ENC101014 X. TOT. LD. 60 PSF MAX, SPACING 24,0' a Gable Detail For-L-et-IlrV-ertical-s- -- If web has a scab brace, then webs over 48' from Joint to Joint need to be braced with 'L' or 'T' braces. Brace is 90% of member length. Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. QRefer to Engineered truss design for peak, splice, web, and heel plates. Gable vertical length ®If gable vertical plates overlap, use a + greater than 48' 'L' single plate that covers the total area of or 'T' brace required the overlapped plates to span the web. S�96 + Examples 2X4 >0 2X4 f p�rP 'T' Reinforcement Attachment Detail Ph N IT, Reinforcing 'T' Reinforcing Member Member t Toe-nall - Or - End-ndl No 'L' or 'T' brace required In lleu of scab brace Gable vertical length greater than 48' 'L' or 'T' brace required 'T Relnfo Menk Go Tr Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nails, 10d Common (0148x 3,1,min) Nails at 4' o c. plus (4) nalls In the top and bottom chords. Toenalled Nallsi 10d Common <0148'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, AU015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detaft Drawings A11515ENC101014, A12015ENC101M4, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A1803DENC101014, A20030ENC101014, A2003CENDI01014, A20030PED10IM4 See appropriate Alpine gable detail for maximum unreinforced gable vertical length, 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. Web Length Increase w/ 'T' Brace Exampler ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30 x8' 7'=11'2' 'T' Relnf. Mbr. Size 'T' Increase 2x4 30 2x6 20 AN rrwCOMPANY iWLakekontaim EaAhCity,L10630G5 "VARNMIa REAII AMg Fo.LW ALL M= at THIS MAVII�IGi sapFfRTAHTi! fTW= TIIIS WAWM "m ALL cownoC m DMU®IF TIE IIISTALLERS. Trusses require extreme taro n fabricating, handing shpping, nstalUng and bracing. Refer to and follow the latest edMon of SCSI tedtdrig Component Safety Lhformatlan, by TPI and SECA) for safety prnctices prior to performing these functlons. Instatlors shall provide ten orary bradru� r DCSL ens noted otherwise, top chord shalt have properly attached structural sheathbu9 and b�ottoh chord short have a properly attached rgkh caBMp Locations shown for permanent lateral restraint of webs shalt have bracing Installed per BCSi sections 33. B7 or 810, as applicable. App(y pWtes to end+ face of truss end milk- as show above and on the Joint Detalls, unless rated othxrdee. Refer to droxhps 16gA-Z for standard plate positions. Alpine, a division of ITV Rud�hp Components Group Inc shall not be responsible for any deviation from this wowing, any failure to bald the truss in calwormance with ANSI/TPI 1, or for handwhg, shipping, installation 6 bracft of trusses. A sack an *6 drawing or coverpape UMV this drawing, Indicates acceptance oP professional rospansebtitAr sotet for the show" The *'g At1e I- thr Amy of alas ge gr»ra AM'�cvrPI i Sew �a For more tnfornatlon see this Job's general ratan pa and these web slten ALPIMEu rn,nt coal 7Pu sirs. >«'gl sscAh rrw argl ICp rnJacofe,org �0. .rail ««••>.. I,y'� ��Y��?aE�g6� 1�iY r uo ivaaax « =+ _ ,al * QE 4 k p STAz f r W: �.,.{t?�^S r f,r, sr.cg� pj®a� ONAL , W9SSaS8fl� WceT3 aLO9D38.i& _ ""' y -.� - MAX. TOT. LD. 60 PSF REF LET —IN VERT DATE 10/01/14 DRWG GBLLETIN1014 DUR, FAC. ANY o MAX, SPACING 24,0 Hip Frame Details B I G9 Hip Frame \.JAVA M:,.. 2; 'R' lthed Use this detail fors ASCE 7-10, 180 mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame - provided by truss manufacturer, Hip. frame is designed to provide bracing for flat top ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or chords of hip frame system where indicated, Flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of stepped hip system must be So. Pine lumber, ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, StructurZ anels must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hi�p\tt �t�+Eh�;�Uns, VARNDXi1w- RM Alm FMIMW ALL N= w THIS BRAVING nBFld7I iPIWAK .wM This BRAVRIG TM Au WRACIM B UMM THE DWAI.LM Trusses r.qulra trans care in fnbrlcating, handling, shipping, installing and bracing. Refer to and e, GIN ` �.� REF REF HIP FRAME DATE 10/O1/14 folio+ lino latest etlltlon of BCSi (Huiding Ca+ponent S "ty Infornatlon, by TP[ arnd SBW for safeTy practices prbr to performing these furu;ttons. Installers slmll provide teepeeary 6radnq per SCSI. unless rated otherrise, tap chard shoo have properly attached structural sheatYing and bottom chord at, have a properly attachnd rlgld calling. Locations thorn for pernanent lateral restraint of rebs, BJ BIB, Apply to ennY, Foce _� Na _ * ;, = DRWG HIPFR1801014 i� or as unlessMo. plates shag have bracing iasetl per RCS[ sections the truss and as shorn above and the Joint Beta0.s, unless noted a herrLse. d ��� of ingsIposition to Refer to drarings 180A-2 for standard plate posttbns. � .p l S- A�fE OF AN WCOMPANY ff Alpine, a division of LTV Building Components Grow Inc shall not be responsible for any devlatlon fron rtnp1, - for handing, shlppine, tNs dro, any failure to build the truss In confornonce with ANSVTPI Vlstnllatian-L-bracing-of trusses.__ _ _ _ �' Q ^r.. :�*u• v[i' ... _t`V .` • I I respomrs�tUty sdety for the de a)n.n. T!ro sdtawrty and use of th 13389 Lakefront Ddva for any rs Sure b f}ne rtspo sbitty oP the Mdk g Dedgner per ANSI/TPI 1 2ec2 Earth City, MO 63045 For nor. Information see this job's generat notes page and these web ALPIND wvwalptneltr.conl TPp www.tpinstwgl SBCAr nw.sbctndu tryargl ICO n -_- I --Valley Detail -- AS�E 7=TO-150 r�ph-3�'—Mean-Fie ght, Enclosed, Exp. C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better. )K)K Attach each valley to every supporting truss with, (2) 16d box (0,135' x 3.5') nails toe-nalled for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Plates, 3X4 12 12 Max, 2X4 X4 �--- 8-0-0 max —� 4X4 12 12 Max. I— IAC 1X3 (Max Spacing) 5X4/SPL Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, same species and grade or better, attached with 10d box (0.128' x 3.0') nails at 6' o,c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web Is permitted with diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with; properly attached, rated sheathing applied prior to valley truss Installation, Or Purlins at 24' o,c, or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. *xx Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord, ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. Vnlle Spacing Pitched Cut Bottom Chord Valley I Le-nalled y! SQa 2x4 4X4 if Square Cut Stubbed Valley Optional, Hip Bottom Chord End Detail Joint Detail 20-0-0 (++) —� -- at 21, o,c, Plan Supporting trusses at 24' o.c, maximum spacing, `tiltltllllli/1///Il/ MVAfe UOse READ NM FOUM+ ALL NO= ON neS BRAVM ��IWAq TC LL 30 30 40PSF REF VALLEY DETAIL -WORTAMnu RMON TM BRAVING M ALL CWRAC1 M UCUM NG UE DLCTALL= Trusses tatest ewtrerne core N tAditatlrq, hondllSa Safety In o melon, b and band SB Refer to antl -f \GEA,5�. f �'C DL 20 15 7PSF DATE 10/01/2014 WON the lofts! edlUan of BCS2 O)Wldinp Canponent Safety lnfornatlon, by TPI and SBCA) for softly proctkes prior to Perforndnp these Functions. InotnRers shod pwvk/e temporary brac�p per BCSL tij unt a noted otherwise, toP chord �,au nave vroanr attached :truodral aheatrdnp and button tfiora B'G DL 10 10 10 PSF DRWG VAL160101014 shall Mve a properly ottabned A Id cNBngg Locations shown for pernanent lateral restraint of ebs ' 9 �PN aaoled par SCSI swctlarns B3, B7 or B10, as applkable. APpty plates to each facepsd �of truss and Podtlon ae show above and an the Jaint Detotls, wless noted otherwise. _ p , B� LL 0 0 0PSF Refer to d—ft. ISOA-Z for atwul.r d plate porltlonc §a Atpine, a o3v1slon of ITV HWE% Cowonwt. Gra.p lnc. what, not be resp-sliA. for on de btwn fran TOT. LD, 60 55 57PSF AIJ Ii'WNMPADlY this d-1.9 any faRur. to buad the truss In confornance with ANSI/TP1 1, or for h*14rQ shWl q. ATE OF instdtation 4 bracing of trusses. �1 ��0 A seat on this drawing or cover page tWOV this drawing. Ind-tes aCCeptor" of "F99.10rxil i -l' wgNeorkq n solely far !fie dc�.�eT,n� sham The swtacuty and use of this dra" �� 4� 1 (_} ®� �`t/ �UR.FAC� 1,25�1.33 1.15 L35 I3369 LaksGonl Drive For �Y sue"+ U . . & rQWon�aKY a' "' B�^g "Pam' ��I I S.CP_ ' � �% �+ ''•� Earth (}:ly, M0630d6 Far pore hfarnntlon see this kb's general notes Page and these web sites �, � , 16q ,``vim SPACING 24,0' ALPINE, wesatolnelt-oni TPL ww.,toanstoron SBC/e .rw.sbdndustry.orol ICO .-kcsof.-O /i,_ L?.n7:r s s 1=�L ..v _-_- Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 sf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5P0 psf (min), Kzt=1.0. Notei Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing is 24' o.c, detail Is not applicable IF cap supports additional loads such as cupola, steeple, chimney or drag strut loads. xx ReFer to Enaineer's sealed truss desion drawing for Plaayback and base truss specifications. Detail A ; Purlin Spacing = 24" o.c, or less 12 ends anal az c'l- max o.c, spa; -nu rl oe uwtrrn. Detail B l Purlin Spacing > 24' o,c, 12 Up to 12 V 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 k3 grade scab (I 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 using a minimum of (2) 16d box nails (0135'x3.5'). / I I I I Purlin Sparing > I \\ I \\ C/ 24' o.c. max LTop Full Fiat top chord purlins required at Chord Scob (Typical Each End> Chord Depth both ends, purlin spacing > 24' o.c. Notes 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.Al —VARNINGI- READ AND FMJMV ALL NOTES ON T10S 13RAWIW "IMPORTANT" FtlidaSH THIS DRAVM TO ALL COMACTORS DIMMING THE INSTALLERS. 1,1`� Trusses require extreme care In Fabricattng, handlina, ohIpphg, InstaWma and bracingg Refer to aM ` A follow the latest edKlon of BMI QLAdIng Component Safety information, by TPI and SBCA) for safety proctkes prior to perfornMp then¢ functions. Installers shall provW¢ temporary bracing per B=. bottom lord C1 L-M. noted otherwise, top chord shall have properly attached et,-t—.t sheathing and shall have a properly attached IgW celDng. Locutlons shown for permanent lateral restraint of ebs zz d J or Bea or unlessapplIcAbie.na Apply plates to each focal sections the chats have bracing Insta. Per above of truss aM ppocittan as horn above Mon the .lost aetasc, unless notetl otherwise. Refer to tlrowlnpe 160A-Z far standard plate posltbns. _ AN ITW COMPANY Alpine, a tllv!&lon of ITV WI Components h Components Grouupp lac &hall not be raspansibte for devlation from this drnwing, any Fa4ure to bWld the truss In conFormance with ANSI/TPI 1, or for mndUanyy mg, shippIng, Installotbn-L-boring of trusses -T --- - - -- - - s`enl o'n ttils-d^oa�,p or"eoVor paaeilstha-thirdroaig,-ind:eotas-aeeeptance-0f- professhnnol� er®brcerYg respanstblaty solely for the design slam The sWtoblaty aM use of this drart+g otel _.®:� d I for any structure is the 0oelty of the BWldeq Dealpn r per ANS[/iPl 1 See2 A Earth Lakefront Drive Earth City, MO 63045 For more Information see this ,Job's general notes Me and these web sites ALPINE- w—tolneltw.com TPB wex.tolnstorm S8CA, rrr.sbcMdustm.rAl ]CC, wrwlccs4Pe4ra 4' 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 N3 grade scab (1 side only at each end) attached with 2 rows of I0d box naps (0.128'x3') at 4' oz. Attach purlln bracing to the flat top chord using (2) 16d box naps <O.135'x3.5'). The top chord 03 grade 2x4 scab may be replaced with either of the Followings (1) 3X8 Trulox plate attached with (8) 0.120'x1.375' nails, (4) Into cap TC & (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) 0.12014.375' nails. Note- Nailing thru holes of wave plate is acceptable. x In addition, provide connection with one of the following methods- Trulox Use 3X8 Trulox plates For 2x4 chord member, and 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 0,120'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'x8'0/16' <min) APA rated sheathing gussets (each face). Attach @ 8' o.c, with (8) bd common (0,113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF N2, full chord depth scabs (each face). Attach @ 8' o.c. with (6) IOd box naps (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. 28P13 Wave Pllaayback Plate One 28PB wave piggyback plate to each face @ 8' o.c. Attach Teeth to pig% back at time of Fabrication. Attach to support?ling truss with (4) 0,120'xl,375' nails per face per ply. Plggyback plates may be staggered 4' o.c. front to back faces. I\,\CiE1US� or WAl ctaCa� ```• SPACING 24.0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 eTr f o=rr c i-n-g—M 0 e-r- S u-I t i t u t i o n This detall Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement Method is desired, Notes: This detall is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Reinforecement Size Restraint T- or L- Reinf. Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4W 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(A0 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, <X Center scab on wide face of web. Apply (1) scab to each face of web, T-Reinforcement Or T-Reinf. L-Reinforcement: ar 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 807 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',min) nails at 6' o,c. Reinforcing member Is a minimum 807 of web member length. Scab Reinf, Va jll�,,, TC LL PSF REF CLR Subst, awDUMTAW)- F T101)RauvWM TO ALL COlfIALLtRMTTOn >NMMUDM T" IC marAU Trusses Paquin extreme care In faericating, handit swppsa. Instnwna and bracing. Refer to and ��•�'"``vEL l/��4� follow the lntest edltlon of BCSI (Bu1dm0 Component Sofsty BtParmatbn, by TPI and SBCA) for safety par enote°a `�`® ���33C TC DL PSF DATE 10/01/14 DRWG BRCLBSUB1014 v EM s therw�se loop «d`shalt have pr perty` ttachedl sU=tt�i° sheathing g and om chard shall have a properly attached calling. Locations shorn for permanent :mewl restraint of Pecs t, �',G DL PSF I� �� f'� a II 11_ O I E I I`�IU�� Il��— Installed per BCSI sacdoon 'tin J or Beta as op kablo. Apply prates to each Pace BCS1 shall usve and of truss and position as sham above and on tM Joint i7etals, unless noted otherwise. position ./� %yl -/f $C LL PSF Refer to drawings 160A-2 for standard plate posttlo,- Mph rivlslon of ITV Building Components Group Inc shall not be responsible for an deviation from 3 AN RTA/l�M� tins drawing• any falturc to ,Ad the truss In ...formate with ANSI/TPI 1, or for handing, shipping, .p /{'�' b r y'(]T, LD, PSF Installntlan 6 brnUng f trusses. A seal an this drawing or cover page 6stirp this drawing, indicates —ptance or professlo—I e �0 responslbNky solely for the de5lgn Shown the sultnblBty and use of this drawing �t t l/� yf ray p` Z DUR, FAC, 13389 Lakefront Drive for only strlctwe Is the resparrsbOltY Bullring Besip�e*' Prr M7SI/iPI 1 Ser2 f.,v�aT16 yl T✓ 7jv� AlY �6°A Earth City, MO 63045 For more Information sae this Job's general notes page and these web attest ALPINE, ww,olP,neltw.Coml TPI, w,,.tolmstoral SBCM wwsbClndustrY.orgl ICO Pwleesofs.org f� r�t,M'_�+.` 4a _ (, }IEI Al e 1 1?4➢i\7 ..e SPACING __ Cracked or Broken Member Repair Detail Load Duration = 07 This drawing specifies repairs for a truss with broken chord Member forces may be Increased for or web member. This design Is valid onlyy for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Apply one scab per face. Minimum side member (engths) = (2)(L) + (B) Scab member length (S) must be within the broken panel. Nail into 2x4 members using two (2) rows at 4' o,c„ rows staggered. Nail into 2x6 members using three (3) rows at 4' o.c., rows staggered, Nail using 10d box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f. This repair detail may be used for broken connector plate at mid -panel splices. This repair detail mny not be used for damaged chord or' web sections occurring within the connector plate area. Broken chord may not support any tie -In toads, s L L 4' o,c, Typical ~ + O + O + 0 + o O + O + O + O + I 2' f Stagger + = Back Face 10d Box (0.128' x 3', min) Nails, o = Front Face 2x4 Member - Double Row Staggere 2x6 Member - Triple Row Staggere) Nail Spacing Detail Duration of Load Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 e 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36' 2470# 2530# 2930# 3210# Web or Chord 2x6 �3535# 3635# 4295# 4745# Web or Chord 2x4 42' 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 1 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# s L minimum B L Distance -VARNINGPa READ AND FO"V ALL NOTES ON THIS DRAVM ..DUOftTANTo FURNISH THIS DRAWING TO ALL CONTRACTUZS ICLODD(G THE IISTALLERS, Trusses require extrene care in fabricating, handling, ch1ppino, InstaWnD and brac"p. Refer to and 1 follow the latest edltlon of BCSL (Budding Component Safety Inforaatlon, by TPI and SECA) for safety proctkas prior to perfoming these functlons. Installers shod provitl¢ tenpornry bratlng per BCSL ."less notetl otherYse, top chord shalt hove properly attached structural sleatYdnit and bottom chord shall have a properly attached rtgld ceiling. Locotlons sYawn for pernnnent lateral restrn"t of webs f7 �� shall have broUng Installed per BCSL sections B3, B7 or B.C. as unless noted Appty plot.. to each face d I I i LJ l0 of truss and position as shown above and on the Joint Detolls, Mess noted otherwise. ILI=ILIr---� Refer to drawings I60A-Z for standard plate positions. Alpine, a division of ITV Building Components Group Inc shall not be respanslble for any deWatlon fron Md IiVV OOMPANY this drawlno. arm follure to build the truss in confornance with ANSI/TPI 1, or for handling, sh[pping, 1 $TATE OF �,40R O , N"Inlln L Dlstnnce B L 9"z L 73389 Lakafronl Dnve for any structure Is the responsibility of the Mollag Designer per ANSIJTPI I Seca "•(JJ `�070 t`"���u t��' Earth City. MO 63045 ALPINEo wwralolneltv.coni TPI errf.dtp"cS.ergi SECA,I rrr.sbcllndustryo 8I� wwwJcc.ofaarg JJJJffIITI ��I ,1Nttt SPACING 24.0' L EF MEMBER REPAIR ATE 10/01/14 RWG REPCHRD1014 _ THLS-DETAIL_AP_PLIES-TO_ANY P-ITCH,-AN-YSP-AN,--ANY TOP CHORD --__ - - - -- L-OADING-AND-ANY-TRUSS-WEB-CONE-i15URATION-FOR 24' O,C. MAX. STANDARD BOTTOM CH❑RD FALSE FRAME DETAILS SPACING AND 10PSF MAX, CEILING LOAD„ WITH THE EXCEPTIONS 4' 0' OC MAX. LENGTH T0. TRIM FILLER I EXISTING FILLER—^-I{I — SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL. — USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. — USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, — LOCATE VERTICALS AT 4'-0' D.C. MAX., OR SEE NEXT ❑PTION, — IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR — 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX, PANEL LENGTH). 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), WLATERAL 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' D.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' D.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 T USE THIS DETAIL FOR, ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS). :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. 3S IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, BER GRADES LESS THAN SPECIFIED ON THIS DETAIL, TICALS SPACED APART MORE THAN PANEL P❑INTS (IF>4'—O'), iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTEI FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT 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. — JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL, <12' MIN, VERTICAL BLO — MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0.113x2,5') R 3' D.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') x1.375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS). — IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH <6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY). -. u"ORTANT- fIADdM T WAVINfi�TD�s1VLL�MTRAUf DslWM TiETIE MTALLFRS. Trusses require e:trene care In fabrkating, hantl6np, shippig, InstalWw and bracing. Refer to and follow the Wtest edtnon oP BCSI (8sd�np Canponent Safety Inforemtbn, y TP[ and SeCA) for safety pprraacticas prior to perfuming these functions. Installers shag provide tenpos uy brae6sg par HCSL UNess noted otherWre, top chard shall have property attached structural sheatMV and button dial ShWI have a property attached rbld ct!ng� Locotbns shown for pernment lateral restrolnt of webs d ��0 shall have bracing 160'A- 'f per BCSI sectlate os 8o or B10, as nppllraMe. Apply plates to each fact of truss and position as shown above and m the Joint Details, uriess noted otherwise. Refer W drawtnps 160A-Z far standard plate posltbsls. Alpine, a cilvision of ITV llukalnp Conponents Group Ina shall not be responsible for any deviation fr AN RW GOMA�NY tuts drawing any facture to W the truss In confos nonce with ANU/TPI 1, or for handling, sWpph g, Installation L bracing of trances. A seal on this d-awkV or coven pa gsting this drawlrg, Indcates acceptance of prafesslosW rs pansEMtty solely far the design sham Thr „itabnity ord use of this d kv 13389 Lakefront Ddw for` ructures ur IS the raspons64tty of lino Busdyg Designer per AfISI/A 1 Sec2. Earth City, M063G45 For oars Infamation see this job's general notes page and these web sites. ALPIWI www.atpineitw.cmj TPD —toinst.arpl SKAb w—sbcbdustry.orgl = wwwlccsaftarg REF BC FILLER DATE 10/01/14 DRWG REPBCFIL1014 SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, 30.00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 f t Mean hgt, located anywhere in roof, wind TC DL=4.2 psf, wind BC DL=6.0 psf, Kzt = 1.00. Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0,128'x3,0', min) nails at 8' o,c. plus clusters of four nails where shown in figure below 00. N❑TEI #2 is the minimum lumber grade allowed for all species. NOTE; Add 210# uplift (max,) to reported truss uplift for wall connections, VARNNRBee READ AND FOUJIV ALL NOTIs 114 THIS DRAVDIO 0mDVWTA1lTo FUW%1 TIM DRAWM TU ALL CWWCT13RS INCLUMM THE INSTALLO Trusses require extreme care In fohricatlny, hancift, shtppingg,, InsWUng and bracing. Refer to and �� 1 foltor the latest edition If BCSI ®uttla,g Component Snf¢ty Information, by TP[ and SBCAT for safety Q practices prior to perfarmtng these Functions. [nsta11er5 SMII provltlo temporary brnd7 per BCSL = e \ UNess wt¢d atherrisr, top chord cMll have properly ttnchetl structural aheot4 and bottan chord �y .r shop have a properly attached rlgkl c¢ging LOcatlons shorn Por permanent lateral t" to h webs shall have bracing Installed per BCSI sections 83, DY ar B10, as npglcnbte. Apply plates to each face F truss and CoGtton ac shorn above and on the Joint Detams, unless noted the-l— l� Refer to dm gs 16041 for standard plate posltions. AN (TWCOMPANY thispdm ina anynF eVtobuna the ttrrusstM coo fn arrranceshall with ANS[/TPI 1, or�for n diditno, - ppkv, ? .( 13389 Lakefront Orive IFor any structure is the respond Atty of 1338EartCity. MO t D&O For note informnti- see thL, ALPINE, rrr.atpinatte.coml TPI, rrr.g �K General notes pope and these reb sites- 11 SECA, rrr.sbc1ndustrv.crR1 ICG —1-so TOTAL TOP CHORD E S� Tl� LOAD NOT TO EXCEPSF No * VDEAD PLUS LIVE) $ ATE OF PACING 24' REF 2X4 SCAB O,H, DATE 10/01/14 DRWG ❑HSCB2X41014 3 ' ijI . E i 12 (2) 16d TOE NAILS O IVARIES ✓ OPTIONAL SCISSORS BOTTOM CORD r —(2) 16d TOE NAILS 8-0-0 MAX. SPAN F TYPICAL END JACK (EJ) N.T.S. i 12 1 NAILS VARIES � Seee Connection Detail i �_ OPTIONAL WEB CONFIGURATION —(4) 16d NAILS See Connection Detail 11-3-12 MAX. SPAN TYPICAL CORNER JACK (CJ) N.T.S. TYPICAL CORNED SET INSTALLATION TYPICAL LADING (P.S.F.) ME: SHINGLES: TOP LIVE LOAD:1 20 20 TOP DEAD LOAD! 15 7 STRESS ZINC. 1.25 1.25 WIND DESIGN: MI X. 160 MPH PER ASCE 7-10 MM. 24" O.C. i "*WARNING" Read & Fallow all notes on this drawing. Furnish this drawing to all Contractors including the installers. m i CONNECTION DETAIL (BJ) (2) 16d GUN NAILS m FOR EACH LOCATION SHOWN TOP & BOTTOM 2x4 SYP Nailer 16" Long B-0" Top & Bottom use 16d Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. 12 BVARIES OPTIONAL WEB (4)116d NAILS See Connection Detail TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. ��;96F1#BPgsd . . .�aRT�i��Oo • ` s + r No o 4 � •av STATE OF . ur tv7 r + sO R 1 Q N,�o� B/1111111 MANUEL MARTINEZ, P.E. FLORIDA REGISTERED ENGINEER LICENSE # PE 47182