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HomeMy WebLinkAboutTRUSSI RANEY COMPONENTS 7 6y 19900 Independence Blvd. Groveland, FI 34736 gIII�JOJIt'I71S, tit one: (352)429-9429 ' (352)429-0304 ' Fax: (352)429-7429 -Jdb Information: address: costtarName: Creekside Lot 37 DRrton 8705 Cobblestone Dr SCANNED Desc IpUen: City, state, Zip: Y 4EB 1828-Cali "D" Fort Pierce, FL I �de cou Cover Sheet Order # JOB # 36CS00037 Printed: Thu, May 17 2018 FOR Name and License Number: aua8ny ■nrv1ruauvn, Rooll ,ads: Floor Loads: TC L e: TC Dead., BC Live; BC Dead: TC Live: TC Dead: BC Live: BC Dead: 0 7 0 10 0 0 0 0 Bldg 'Code: Wind Sid: Wind Speed: Bldg. Useage: Building Type: Wind Type: FB2 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Pags or sheets covered by this seal from: 1 thru 21, Total 21 DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO Al 2 AtA 3 A2 4 Ale A3 6 Al GE 7 A4 8 A5 A6 10 A7 11 A8G 12 D1 D1GE 14 C1 15 C1GE 16 M3 EJ7 l8 1315 19 13J3 20 BJ1 CJ7 0 0 Digitally signed by Manuel Martinez ON: r-US,o=ldenTrust ACES Business U^ I CRepresentative, ou=M AND E ASSOCIATES PA., cn=Manuel Martinez, 0.92342.19200300.100.1.1=A0109800000 • 01464CFB,F&960000211F toe 2618A5.1714A827-04'00' I n Adobe Acrobat DC version: ' ®e��"'"T) U 2015.006.30418 40015A38 5681808F37F4800992ES5FB sibsltareRaa�cm ale�pti�t 16s3 2:ealesi by raaae,�9 Martinkz, �{at., tie.�ltazian0,cdaansnarsaaw�ngaswaa as•ffisentarati.eaa, a'tadzw3asszritda doFraxrratam naacxra9u"asei3 �snd :salsd aa.d the ssal;.z mxdtlrentStaS2easacda mr�t �xcslfaesfra« a�slsKtmnk ers.ins. �-nt*-• 1, �• Q i Page 1 of 1 Job : 36CS00037 Ply: 4EBB 1828-Cali "D oi'DR Horton /4EBB 1828-Cali "D" I Wgt116 224.0 Ibs I FROM: AH 615 / T10 / COMNI DRW / 05/,17Y1018 I Truss Label: Al T70 14'4'7 19'10" 25'3"9 31'9"7 33'3° 39'8" 6'4°9 1'fi" 6'5"15 5'S"9 5'5°9 fi'S"14 1'6" 6'4"8 SEAT PLATE REQ. 6(4 =4X6 =3X4 =3X8 a3X4 =4X6 M2X4 39'6° SEAT PLATE h1' 6'2°13 5'9"3 2'0°t 5'9"1 5'9°1 2'0°1 5'9"4 6'2"12 1� 6'2"13 12' 14'0°1 19'10" 25'7"1 2Ta" 33'5"4 39'9" Loading Criteria (psf) TOLL: 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 Bracing 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: 3.97 ft Loc. from endwall: not in 4.50 ft GCp!: 0.18 Wind Duration: 1.60 (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. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL f W Pf: NA Ce: NA VERT(LL): 0.187 O 999 240 B 1654 1709 / 961 / - / 445 / 8.0 Lu: NA Cs: NA VERT(TL): 0.479 O 999 180 J 1654 / 709 / 961 / - / - / 8.0 Snow Duration: NA HORZ(LL): 0.078 L - - Wind reactions based on MWFRS HORZ(TL): 0.140 L - B Min Brg Width Req = 2.0 Code I Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 2.0 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 CSI: 0.593 FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Piy'(fbs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver., 17.02.02.1208.15 A - B 27 0 F - G 1114 -19M B - C 1492 - 3056 G - H 1255 - 2428 C - D 1227 -2466 H -I 1228 -2467 D - E 1254 - 2427 I - J 1493 - 3057 E-F 1114 -1906 J-K .27 0 III Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tense. Comp_ B - R 2673 -1193 O - N II 21105 -826 14 R - Q 2670 -1193 N - M Q P 2670 M L 26711 -1195 2671 ssesass� - -1193 - P O 2104 801 L J -1195 2674 FE IV e - - - -1195 v No *wo, s Maximum Web Forces Per Ply (Ibs)11 Webs Tens.Comp. Webs Tens R-C 276 -5 O-G 494 Comp. --M � C - P 418 -596 G - N 4(i4 -164 e STATE QFE P- E O 464 -164 494 776 N- I I L 419i 276 -597 6 - - - - s F - O 1385 -751 40 015A38 FF 5581. 80 6B 7€48 00 99 2E 85 FB V&11elnhmb&n% cir / rned'=2=Iad4vba lmirkwoz; 7"F irL, ti+C.�6i97f eLi Cfie LaYC Shawn afamK arfng a SifiT 3 au�enCcaosav9r. I FIrktvd cnphnof hh doa=ntSae Slot ci'8id&red mdold�Ind and deSKA,1 "th0X6raStcs =m1* MOV, i e a cdW M WV CIe MPk rmmcies. II' "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! ""IMPORTANT•" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Safety Information, byV TPI an SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id calling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. {2efer to 60A-Z for standard plate positions. a division of ITW Buildin!!��Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSIrfPI 1, or for handlim shipping, installation and bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability ,e of this drawing for any structure is a responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Nw 4EBB 1 Truss L TCLL: TCDL: BCLL: BCDL: Des Lc Soffit: Load 36CS00037 ali "D" IDR Horton /4EBB 1828-Cali "D" A1A T rV 13� ty: 1 0.4 Ibs I FROM: AH 616 / T13 / COMN QlDRW i 64"9 i 710" 14'4"7 19'10" 22'6"4 26'8" 31'97 33'3"7 39'8" 6'5"15 5'5"9 2'8"4 4'1"12 5'1"7 1.6" 6'4"9' F=6X12 Rb(4 °06 =3X4 m6X8 M2X4 M2X4 m4X10 05/17/2018 SEAT PLATE REQ. SEAT PLATE REQ. 39'8° J 6'2"13 5'9°3 2'0°1 5'9"1 T10" 4' 6'5"15 fi'6°1 1� 6'2"13 12' 14'0"1 1910° 228 26'8° 33'1"15 39'8" Criteria (psf) 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 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 ch - d 2x4 SP #1 Bot ch d 2x4 SP #1 Webs T4 SP 93 Bracin (a) CQinuous lateral restraint equally spaced on memb Or 1x4 "T" reinforcement. 80% length of web m tuber. Same species & SRB grade or better, attach ,a with 8d Box or Gun (0.113"x2.5",min.)nails @6"0, Wind design based on both MWFRS and C&C. m 0 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in for. L/defl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.244 G 999 240 B 1561 / 708 / 960 / - / 445 18.0 Lu: NA Cs: NA VERT(TL): 0.669 G 999 180 K 1561 / 708 / 959 / - /- 18.0 Snow Duration: NA HORZ(LL): 0.128 M - - Wind reactions based on MWFRS HORZ(fL): 0.240 M - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor. 2.0 K Min Brg Width Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.613 Bearings B & K are a rigid surface. TPI Std: 2014 Max BC CSI: 0.599 Bearings B & K require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.980 FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Type(s): WAVE, HS VIEW Ver: 17.02.02,1208.15 A - B 27 0 G - H 1424 -2568 B - C 1489 - 2859 H - 1 1743 - 3379 C - D 1225 -2257 I - J 1722 -3418 D - E 1252 - 2218 J - K 1477 - 2841 E-F 1112-1740 K-L 27 0 F - G 1509 - 2514 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. 1 B- U U - T 2497 -1190 2494 -1190 R- Q P - N 20 - 9 2985 -1303 T- S 2494 -1190 O- M 36 -15 i S R 1920 -800 M - K 2477 -1179 d►< - io No 047462 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Comp. er ft U-C 276 -5 P-G 195 -122 C-S S E 416 -W8 463 P-H H N 601 -1075 807 357 - -160 - - E - R F - R 494 -720 42 -515 N - O N - M 114 -4 2557 -1218 F - P 2273 -1098 N - J 527 -162 YO R - P 1879 - 657 M - J 390 - 685 fifes,.- . ` P-Q 27 0 40 013A38 FF 58 8180 B8 7F49 00 99 2E 85 FB T#b1=kdbyMgmc3Mzinmx, ?EiFL. Le. 04mal on the da1&ShdWt3 Qha whi; a 53ml son4�aRtessrmda, ��tud ec�tax�3't}�s tlir�s,.�r3 arvt cr�tamd t¢�:and :emlad sn6 titre sKA,1 av onttaf€mxeode mo tbtm tad m say odoatmnY_ MP!as- -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, bV TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI., Unless noted o�herwise,t0p chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. Appfy, plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of ivi 1, or Torn acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability i � r Job Number: 36CS00037 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: 246.41bs .. / ... 05/17/2018 L6"9 44"57 T' 61T9' I I 3'894� S19 TB87 94 1 m5X8=-5X6 F G 12 �3X4E H ®3X4 6 r71- 6 %3X6 1 �3X6D I "+ 03X4C (a) (a) J%3X4 I o 1 t =4X6(A2) B Km y{ A L T S R Q P O N M m2X4 =3X4 m3X6 o3X4=3X8 =U6 mU4 102X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" �1'+ 6'2"13 + 5'10"3 +1'11"1 5' +1'6"� 5'1"12 +1'11� 5Y0°3 � 6'2"13 +1� 6'2"13 12'0"15 14' I' 19' 20 6 25'8° OF 33'5"3 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL 1 W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VER7(LL): 0.156 Q 999 240 B 1561 1710 / 964 1- 1428 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.428 Q 999 180 K 1561 1710 / 964 / - /- 18.0 BCDL: 10.00 Risk Category: 11 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 , Mean Height: 15.00 ft Code / Misc Criteria Cree . K Min Brg Width Req = 1.8 NCBCLL: 10.00 TCDL: 4.2 psf p Factor2.0 Bearings B & K are a rigid surface. 2.00 BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TIC CSI: 0.444 9 g Load Duration: 1.25 MWFRS Parallel Dist: 0 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 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1145 -1814 Lumber B - C 1500 -28M H - 1 1351 -2345 Top chord 2x4 SP Al C - D 1333 -2385 I - J 1333 -23B4 Bot chord 2x4 SP #1 D - E 1352 - 2346 J - K 1501 - 2823 Webs 2x4SP#3 E-F 1149-1820 K-L 127 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 Chords Tens.Comp. Chords Tens. Comp. web member_ Same species & SRB grade or better, 1p ... - tssiti$oB - T 2458 -1192 P - O 2058950 I I I attached with 8d Box or Gun (0.113"x2.5",min.)nails 1(: 6" oc.�- " T - S 2455 -1192 O - N 2056 950 S - R 2059 -921 N - M 2456 -1203 Wind R - Q 2059 -921 M - K 2458 -1203 Member design based on both MWFRS and C&C. Q - P 1547 -W9No 047182 Ili Maximum Web Forces Per Ply (Ibs) .. Webs Tens.Comp. Webs Tens) Comp_ sa T-C 216 -6 P-G ��i1 -377 STATE , � C - S 307 -438 P - H 4�/2 - 694 S - E 427 -153 H - N 426 -151 E - Q 474 -697 N - J 309 -440 F-Q 537 -311 J-M 216 -9 F-P 317 -297 35RAL 40015A39EF5BSIBOBB7F4900992E&5FB Thu her im b*m 4s asd Wd saaiad by maemil martiaw� PE trL. Lk.=71321 an the data shows aba-ra w.�ng a sffAa ,endcacev9a, nk'nd ccP1a f&L drrerarm arm not mtlimwi oaf=d=I'd goal dw S:A,I auiicanrta-Mi ccde nunk 8sarrratraad M MWdmtMrlk ce:pias. I I —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 fabricatingq handlin shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building omponenf Safety Information, b TPI and SBCA) tot safety practices prior to performing these functions. Installers shall provide temporaryy bracing per BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly 3ttachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (refer to drawings 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 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. =or more information see this job's general notes page and these web sites: ALPINE: www.alpineitw.com; TPI: www.tpinst.org; SBCP: www.sbdndustry.com; IM www.iccsafe.org I, 11 Job Num4r• i 36CS00037 Ply: 1 SEQN: 6686181 T1 / COMN 4EBB 182 -Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 I FROM: AH DRW. Truss Lab 11: AlB Wgt 224.0. Ibs / ... 05117/201B 4"8 F "7 29 319964 4 9_ F +91D" r 6114 F=5X6 ®4X4E G 12 6 (a) 83X6 H O X6 D (a) (a) =3X6(A1) B J WM(Al) A R Q S P O N M M2X4 =U6 WX8 m3X6 L m2X4 SEAT PLATE REQ. SEAT PLATE REQ. 13'4" 5'8" 20'8" —� 62"12 5'9"4 2'0°t 5'9°1 5'9°1 2'0"1 5'9"4 6'2"12 1� 6'2"12 12' 14'D'1 1910" 25'7"1 2T8" 33'5"4 Loadin iCnteria (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 too Udefl U# Loc R / U / Rw / Rh / RL / W B 438 1164 1272 / - / 445 18.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.044 L 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.135 L 999 180 S` 336 1 154 1192 ! - ! - / 68.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.014 F - - J 872 1384 / 645 1- / - / 8.0 Des Ld: j 37.00 EXP: C L 0.027 F - (T )- HORZCode Wind reactions based on MWFRS / Misc Criteria NCBCL': 0 Mean Height: 15.00 ft CreepFactor. 2.0 B Min Brg Width Req = 1.5 Soffit: �1 2.0 2.00 TCDL: 4.2 psf BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.548 S Min Brg Width Req = - J Min Brg Width Req = 1.5 Load D ration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.480 Bearings B, S, & J are a rigid surface. Spacin 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.538 Bearings B & J require a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate 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. Lumbe A - B 27 0 F - G -05 To ch rd 2x4 SP #1 P Bot ch (d 2x4 SP #1 50 B- C 170 -463 G- H 450 -706 H 1 423 Webs 4 SP #3 C - D 407 -156 - -745 D - E 567 -150 I - J 708 -1385 Bracin E- F 289 -165 J- K 27 0 (a) Coinuous lateral restraint equally spaced on memb . Or lx4 "r" reinforcement. 80% length of � �,�^ Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. web in tuber. Same species & SRB grade or better, attach with 8d Box or Gun (0.113"x2.5",min.)nails y B-R 515 O-N 565 @6"0. -399 -98 v1ax R-Q 510 -399 N-M 1182 -489 Platin Notes Q - P 510 -399 M - L 1182 -489 All pias are 3X4 except as noted.` P - O 788 -761 L - J 1186 -489 Wind ft.Maximum Web Forces Per Ply (Ibs) Memb r design based on both MWFRS and C&C. � � Webs Tens.Comp. Webs Tens. Cam P• P- � STATE Of R-C 310 -16 O-G 510 -751 C P 465 G N 492 -182 - -700 - P _ E 674 -1218 N - 1 441 -654 ' E O 720 297 I L 290 -4 56 F-O -182 M g 38 FF5881B087F4800992E95FB 4001�5y�� fAA�y���� i *,k ttam"l�YAalCft2'oAw0fA Fdd:aaA=fad byr aUA Mtaftkmu, Yi VL. uc. v4=1 on t)e dz%, Shave abam Wag a SHAFT andCCpbM1 rthhdVWd;Mdsalad and it'C VIA'I oWBe'FtARAGLa$6C' a4'.Yda MLSE.�OCi°Cftr°,�'.CR83E4:f�S:Gtfdl0.i:' C0yltl1. ""WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trus s require extreme pre in fabricatingg handlin shipping, installing and bracing.. Refer to and follow the latest edition of Coin Safety Information, by TPI MA) fo'r to these functions. Installers shall BCSI (Building temporarryy pnengt anc7' safety practices prior performing provide bracir per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attac gd .p d ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections asap lipb%. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. B3, B7 or B10, (2efer to drawl gs 160A-Z for standard plate positions. Alpin a division of ITW Buildingp�Components 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 shipping, installation and bracing of trusses.A seal on this rawing or cover page_ , for the design The truss11,2 listithis drawing indicates acceptance of professional engineering responsibility solely shown. ande of this yawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. suitabdtty For minformation see this job's general notes page and these web sties: ALPINE: www.al ineitw.com; TPI: www. 1nst.o • SBCA www.sbdndu .com; ICC: www.imsafe.ong i1 ITruss 1828-Cali "D" /DR Horton MEBB 1628-Cal! "D" ILabel: A3 Qty: 1 2.0 Ibs I FROM: AH 619 / T8 /HIPS I DRW / 05/17/2018 I 0 ao 37 6W9 T10"t9 12'4°8 1T 22'8" 2T38 31'9"7 33'47 39'8" i t• 6'4°9 +1'6"t 4'S"15 + 4T8 + 5'8" + 47"8 4'5"15 +1'6" 6'4"9 m6X6 M X4 m3X4 m3X6 = YX4 =3X4 =3X4 =a6 =-3X4 m2X4 SEAT PLATE REQ. SEAT PLATE REd. 39'8° r1' 6'2'13 5'10.3 1'11' 2'10" 2'1D° 3' S'10°3 6'2°13 1� I� 6213 121 14 19'10° 22'8" 25'8° 33'5°3 39'8° 3' ���'� Loading 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 Udefl U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.153 R 999 240 B 1561 / 712 / 965 / - / 387 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.419 R 999 180 K 1561 / 712 /965 i - / - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.125 M - - Cr )� B Min B Width Re 1.8 r9 q NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 P K Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.380 Bearings B & K are a rigid surface. Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Sid: 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 Maximum Top Chord Forces Per i Ply Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords (Ibs) Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1268 -1952 Lumber B - C 1650 -2829 H - i 1397 -2335 C - D 1378 -2374 I - J 13Z8 -2374 Top chord 2x4 SP #1 D - E 1397 -2335 J - K 15W -28M Bot chord 2x4 SP #1 E-F 1-1K-L 127 0 Webs2x4SP#3 F - G 1192192 -1700700 I Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B - U 2465 -1238 Q - P 1690 -751 U - T 2462 -1239 P - O 2043 -1000 T - S 2043 -970 O - N 26b -1000 S - R 2043 - 970 N - M 2462 -1267 R - Q 1690 - 725 M - K 2465 -1267 'a Maximum Web Forces Per Ply (Ibs) WX SE _ . V' ,- Webs U-C C-T T-E E-R F-R Tens.Comp. 228 -6 323 -464 392 -161 412 -585 536 -324 Webs T Q-G G-P P-H H-N N-J "A It - �- .� F - Q 238 - 200 J - M 400l5A38t`F50K80SB7F4800932E85 FB Lt<ttltarvrl=becmela s redardtaa!adbyMaaax9Mart PECAL. Lks.0471wj on CAa dot 'ihswa ate trsogaSStAL au3haesdtax�eada Fa&atcdc safdfhdocammamvnotereaetoradskrwdaradra hd sac the 'i auatheotk4U=w4a, nwt bavardiad caa myrdect ank cr�iax: **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI anr7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporarryy 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 bracingg insTalled per BCSI sections B3, B7 or B10, le. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. fefer to 60A-Z for standard plate positions. a division of ITW Buildingp Components 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 shippingp, installation and bracing of trusses.A seal on this drawing or cover pa e_ this drawing Indicates acceptance of prot'essionaT engmeen responsibility solely for the design shown. The suitabrltty to of this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. -200 -324 -585 -161 -464 _8 i FJ.bNum er:36CS00037 Ply: 1 SEQN: 668637 / T11 / GABL B 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW. s Label: A1GE Wgt: 378.0 Ibs Page 1 of 2 .. / ... 05/17/2018 I' 6147 + 13'9"l2 18'10" F 25'10"4333°B + � 6'47 TS5 60"4 BU"4 T5'5 8'47 1 1 SEATPLATEREQ. SEATPLATEREQ SEATPLATEREQ. SEATPLATE REQ i 137 5' 1 21' 6'15 ,614 i 66'1S1'-56'721111 131 �1S8204 2 83'2'°-1 1' Loadini Criteria (psf) Wind Criteria Snow Criteria (Pg,PI in PSF) Def 1CSi Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Lee 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 1197 1- I - l - 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.207 U 999 180 BI 1509 1725 / - ! - ! - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.031 F - - BJ 502 1213 i - / 0 10 18.0 EXP: C Des Ld:37.00 HORZ L 0.058 F - - �) X 862 / 417 1- /- /- / 8.0 ll Mean Height: 15.00 ft NCBCLL: 10.00 Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS TCDL: 4.2 psf Soffit: I 2.00 BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.514 B Min Brg Width Req BI Min Brg Width Req = 1.5 = 1.8 Load D ton: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.438 BJ Min Brg Width Req = 1.5 Spacin 24.0 " C&C Dist a: 3.97 ft Re Factors Used: Yes Max Web CSI: 0.792 p X Min Brg Width Req = 1.5 Loc. from endwall: Any FT/RT:20(0)!10(0) Mfg Specified Camber: Bearings B, BI, BJ, & X are a rigid surface. GCpi: 0.18 II Plate Type(s): Bearings B, BI, BJ, & X require a seat plate. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Lumbe ;I Maximum Top Chord Forces Per Ply (Ibs) Top ch �rrd 2x4 SP #1 Chords Tens.Comp. Chords Tens. Camp. Bot chot'd 2x4 SP #1 :BC2 2x6 SP 91: A - B 27 -20 M - N 62 -74 Webs 4 SP 93 :W2, W3, W7 2x4 SP #1: B - C 170 -439 N - O 64 -75 Bra: C - D 421 -156 O - P 57 -108 D - E 453 -182 P - Q 60 -115 (b) sca ;reinforcement. 80% length of web member. E - F 486 - 208 Q - R 74 -131 Same rce, species &grade or better. Attach with 10d Box or un @ 6" oc. F - G 494 - 216 R - S 128 -203 (0.528"x3",min.)nails 1 (a) Co tinuous lateral restraint equally spaced on G - H 528 -240 S - T 224 -544 memb Or 1x4'T" reinforcement. 80% length of ' #► H - I 551 - 269 T - U 301 - 653 web m tuber. Same species & SRB grade or better, -*tee Is 0 1-1 128 -152 J - K 89 -137 U - V V - W 342 -699 372 -736 attach with 8d Box or Gun (0.113"x2.5",min.)nails W, . a e: @ 6" K - L 61 -111 W - X 644 -1352 L-M 62 -107 X-Y 27 -20 Speci Loads --(L mber Dur.Fac =1.25 l Plate Dur.Fac =1.25) Maximum Bot Chord Forces Per Ply (Ibs) TC: om 56 plf at 1.00 to 56 plf at 40.67ATE Chords Tens.Comp. Chords Tens. Comp. BC: am 4 pif at -1.00 to 4 plf at 0.00 40 STATEB BC: om 20 plf at 0.00 to 20 plf at 39.67 tom '� -AD 338 -107 AB -AA 606 -290 BC: 4 plf at 39.67 to 4 plf at 40.67 p 01 s AD -AC 335 -109 AA- Z 1148 -532 TC �13 lb Conc. Load at 15.17,17.17 BC. 32 lb Conc. Load at 15.17,17.17 AC -AB 299 -799 Z - X 1151 530 to Platm Notes% Maximum Web Forces Per Ply (Ibs) All plaj, s are 2X4 except as noted.' Webs Tens.Comp. Webs Tens. Comp. AD-C 0 N-AB 190 -809 Win dI 40t015A38FF5B81B0B57F4900992E85FB C-AE 295 -657 295 AB -AU 388 388 -809 Wind (pads and reactions based on MWFRS. iWt ltarnbA. bzaE ataeixcn3rs y nad=1 aeataJ by rAW tl martkta� e E fkL, tic.CAP.2S2.tan tti a s�a%c Shawn a6a� a�n6 a sHS•2 AE-AF -679 AU -AV 323 asats�al�slr�la. AF-AG 314 -679 314 AU-AX 23 -30 -30 Addit onai Notes AG-AH 316 -680 AV-AW 353 -760 See D GS A16015ENC101014 & GBLLETIN1014 for d' _Awg'"r cmilawad*nwd dmled AH-AC 302 -672 AX-BA 24 -31 gable 'nd bracing and other requirements. SSA thesaAia 31` ICfli�11�:h'i4O�l!• dn_tba %vdkdm d"tr ni:- �' Al- I 692 -1108 AY -AZ 340 -744 I was. 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 Truss s require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building these functions. Installers temporary . omp �racipn attach d enf Safety Information, by TPI anr7'SBCA) for safety practices prior to performing shall provide 2r' BCSi. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections B3, B7 or B10, Apply pates to face truss as shown above and on the Join Details, unless noted otherwise. (2efer to as ap iicabie. each of and position irawir gs 16OA-Z for standard plate positions. k1pine i division of ITW Building Components Group Inc. ANSIII PI 1, for handling shall not be responsible for any deviation from this drawing,any failure to build the installation and bracing of Vusses.A seal on this drawing or cover e_ Ila russ istin this conformance with or shipping, drawing indicates acceptance of professional engineering responsibility, solely for the design shown. pa . The suitability and i(se of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 See 2. I ' Job Number: 36CS00037 Ply: 1 SEQN: 668637 / T11 / GABL 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: A1GE Wgt: 378.0 Ibs Page 2 of 2 1 ... 05/1712018 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 446 -19 AN-AQ 45 -60 AA-BG 268 -588 AO -AP 700 -337 S -BF 416 0 AQ-AT 44 - 59 BG-B H 312 - 655 AR -AS 689 -320 BH-W 1,277 -608 AS -AT 673 - 312 W - Z 282 0 AT -AB 636 -266 Maximum Gable Forces Per Ply (Ibs' 'Y Gables Tens.Comp. Gables Tens. Comp. E-AE 4 -3 AS-M 14 -21 F -AF 45 - 57 O -AV 7 -14 G -AG 21 -13 AW-AX 11.33 -44 H -AH 45 -39 P -AY 50 ��10 -65 AJ-J 87 -65 AZ -BA -21 AK -AL 15 -49 Q-BB 128 -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 I88 -119 I� I' 01 :. no to 0" . AS STATIE O x� `6- SEVALIk 40 015A 38 FF 55 81 BOBB 7F48 00 99 2E 85 FB TM%as d=,iWby LUm.9 Wrtiniz, P£(EL. ttc.r4nz21 an a SMA-1 as�hent�raaiexa �s3¢. i pleatrdcsr ie7:cf'thik stU:ax::srstax� nxsAcrzssC `cxs8 sr su��ad saa�v aas6di&S--ta.,& 9hen rai, csdemv t aa�z3Pa aes s2xr�riz II —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 Componenf Safety Information, by TPI and'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 81 D, as applicable. Apply Oates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�LComponents 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 handlin% shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing,indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this dawing for any structure is the responsibility of the building Designer per solely. 1 Sec.2. f 9 " 1'I F4EI3B Numbi : 36CS00037 Ply: 1 SEQN: 668620 / T7 / HIPS 18Cali "D" /DR Horton 14EB8 1828-Cali "D" Qty: 1 FROM: AH DRW:s La A4 Wgt: 254.8 Ibs / ... 05/17/2018 i 6'4"9 7'10 i� 12'4"7 15' 19'10" , 22 8" , 27'3"9 , 31'9 7 33'3"7 39'6" , 6'4„9 { 1-6„�14 4 F 4,10" 1 410„ r 27„9'T 45„ 4 84„9 m3X4 =5X6 I112X4 =3X4 a3X6=3X4 -3X8 =3X4=3X6=3X4 116(4 SEAT PLATE REQ. SEAT PLATE REQ. 1 39'8" i 1' i 2"13 T, 5012 1'11"N 4'10" 4'10" 1' 5'10"2 211' "1'0 986623 2+ 19,10" 24'8" 335"3 315 ' 277"1 Loading Criteria (pso Wind Criteria Snow Criteria (P9,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 Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.158 G 999 240 B 1561 / 714 / 962 / - / 346 / 8.0 BOLL: I 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.434 G 999 180 L 1561 / 714 / 962 / - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 N - - Wind reactions based on MWFRS Des L 1: 37.00 EXP: C HORZ(TL): 0.125 N - - B Min Brg Width Req = 1-8 NCBCL . 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 L Min Brg Width Req = 1.8 TCDL: 4.0 psf Bearings B& L are a rigid Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.387 9 surface. BCDL: 5.0 psf Load D ' tion: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.454 Bearings B & L require a seat plate. Spacin 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.467 Loc. from endwall: not in 4.50 ItFT/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: 17.02.02.1208.15 A - B 27 0 G - H 1334 -1958 Lumbe B - C 1577 -2831 H -1 138E -2093 C - D 1411 - 2370 I - J 1429 - 2331 Top ch d 2x4 SP #1 D - E 1430 -2331 J - K 1411 -2370 Bet cho d 2x4 SP #1 Webs 4 SP ft3 E - F 1388 -2093 K - L 1576 -2831 i F- G 1334 -1958 L- M 27 0 Wind Memb design based on both MWFRS and C&C. Maximum Sot 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 - s35 N - L 2467 -1302 0 wo Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. V-C 235 -6 R-H 278 -172 w C - U 327 -473 Q - 1 404 - 522 s�. a 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 y G -R 247 -290 40 015A38 EF 55 &9. B0 fl13 7F48 00 99 2E 85 FB Ttattms.3. 1td by fAu-1 Marttnas, not. ttc.&ia"S&3t en � ssat¢ xhawrt atxtwn ar�ng a SHA„3 �tEsemt;crt�r:zce9a ftk mdzopin fddA doa4menta scot ewmi6md sq�aa4 a bd aaab tr�:.�a3ila�tiaztka4imscxe8a met �a ��t#faad Farr s���actmrs% CSOo,:-I¢S. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss s require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracirj� per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attac�hi d rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as apglicabre. Apply plates to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. kefer to drawl gs 160A-Z for standard plate positions. Alpin a division of ITW Buildingq Components Gip Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss ri conformance with ANSITI PI 1, or for hanng shipping, installation and bracing of lrusses.A seal on this drawing or cover page_ list this drawing indicates acceptance ofrofessional engineering responsibitity solely for the design shown. The suitabrtrty and se of this yawing for any s ructure is e responsibility of the Building Designer per ANSIlTP1 1 Sec.2. Form a information see this lob's aw ml notes Dam and these web sites: ALPINE• www_aloineJtw.mm TPI- www mi��r r,m- cara• �r.rl�d"r�, irr• ,."."., ". ,,.,. t f Job Number: 36CS00037 Ply: 1 SEQN: 668621 / T6 / HIPS 4EBB 1828-Cali "D" /DR Horton 14EBB 1828-Cali "D" Qty: 1 FROM: AH DRW. Truss Label: A5 Wgt: 212.8 Ibs / ... 05/17/2018 6'49 13' 6'4"9 6'7'7 12 6 p M O 132 19'10" 26'8" 6'10° 6110" =5X8 =3X4 D E 33'3'7 39'8" _I 6'7"7 6'4"9 II ;?IG 3X4 t0 I r; H ;4X6(A2) I P O N M L K J 1112X4 =3X4=3X6 =3X8 =3X6=3X4 1112X4 II SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' F 6'2°13 6'9"3 1' 5'10" 5'10" 1' " 6'9"3 6'2"13 Ili 6'2"13 13 14 19'10" 25'8" 26' 33'5"3 39'8" ;I Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG 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 / 716 / 953 ! - / 305 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.471 E 999 180 H 1561 / 716 / 953 / - /- / 8.0 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 L 0.128 J - - R )� B Min B Width Re 1.8 r9 q = NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 P H Min Brg Width Req = 1.8 ' Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TO CSI: 0.446 Bearings B & H are a rigid surface. 9 g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h12 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 I Maximum Top Chord Forces Per Ply Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords (Ibs) Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 E - F 1502 -2274 Lumber B - C 1623 -2836 F - G 1425 -2325 C - D 1425 -2325 G - H 1623 -2836 Top chord 2x4 SP #1 D - E 1502 -2274 H -1 27 0 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chard Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Member design based on both MWFRS and C&C. B - P 2472 -1319 M - L Zim6 -1008 1� P - O 2469 -1319 L - K 2006 -1008 O - N 2006 - 978 K - J N - M 2006 -978 J - H 2469 -1348 2172 -1348 �s fir" rah "mac y A� , Maximum Web Forces Per Ply (Ibs) 047102 Webs Tens.Comp. Webs Tensi Comp. '; P - C 244 -4 M - F 370 -243 C-O 377 -513 K-G 3 -513 D - O 444 -170 F - K 44A -170 D - M 370 - 243 G - J 44 �II -6 TAT E-M 300 -381 40015A38FF5681BOBB7F4800992E95 FB Thu =1 wiled tq V. 3Wartbn , ' frt. us.esreszj cet tha �'aa¢ �hawa at'xcs� v�ng a sxr .$ zsrttsenGtatiaas rzrJr_ mdr��rtd.�.*�cznotcx�xi�saasFgaxa�andz¢alad II' uab the.s�?'+..�:t �2hastttaa�zoccxCe must 6m avaif4�l em as�aicctfami: ccyias. I �I —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS I I 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 and'SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing er BCSI. Unless noted o-therwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachexripid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or L as applicable. Apply Iates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for s�andard plate positions. Alpine, a division of ITW Buildinq�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIIfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e_ listing this drawingg 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. E Job Number: 36CS00037 Ply: 1 SEQN: 668622 / T5 / HIPS 4EBB 182 -Cali "D" ]DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Lab 1: A6 Wgt: 212.8 Ibs / ... 05/17/2016 6'4"9 11' 16'10"2 i 19'10" i 22'8"3 28'8" 1 33'3"7 1 _ 39'8" r 6'4"9 + 4'7"7 + 5'10"2 1 2'11"14r 2'10"3+ 5'11"13 4'7"7 64"9 m6X6 1112X4 m3X6 =3X4 m5X8 D E F G H 12T T 6 o_ �3X4C - f13X4 M 132 4X6(A2)B J=4K6(A2) A 1 •S R Q P O N M L 1112X4 =3X4 m3X6 m3X8 m3X4 m3X6 =3X4 B12X4 SEAT PLATE REQ. SEAT PLATE REQ. 67j ' �1� I'1T 6'2"13 + 113+ 16, 02+ 22'1111 25'8" T 28'8" 3 53 39'83 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PS17 Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.191 E 999 240 B 1561 1718 / 940 / - / 264 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA , Cs: NA VERT(TL): 0.525 E 999 180 J 1561 / 718 / 940 / - /- 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.070 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C Mean Height: 15.00 ft HORZ L 0.132 L - - (T) B Min B Width'Re 1.8 r9 q NCBCL 10.00 Code 1 Misc Criteria Creep Factor. 2.0 J Min B � Width Re q - 1.8 Soffit. 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.387 Bearings B & J are a rigid surface. Load D tion: 1.25 BCDL: 5.0 psf TPI Std: 2014 Max BC CSI: 0.493 Bearings B & J require a seat plate. Spacing: 24.0 " MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.481 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G B - C 1644 -2814 G - H 1683 -2609 1675 -2595 Lumbe I C - D 1522 -2444 H - 1 1522 -2444 Topch d 2x4 SP #1 D - E 1683 -2609 1- J 1644 - 2814 Bot cho d 2x4 SP #1 E - F 1683 -2609 J - K 27 0 Webs c4 SP #3 Wind II Maximum Bot Chord Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp_ B - S 2448 -1332 O - N 2133 -1114 �• * S - R 2446 -1332 N - M 2133 -1114 �aays '+r�a R-Q 2133 -1084 M-L Q P 2133 L J 2446 -1361 2448 -1361 - -1084 - P-O 2613 -1371 NO 47M A 0 Maximum Web Forces Per Ply (Ibs) New ON AW r Webs Tens.Comp. Webs S-C 199 -8 G-O Tens. Comp. 278 -332 %•a E C - R 300 - 379 O - H D R 369 H M 645 398 366 - -177 - D P 656 M -176 299 - -407 -1 E P 274 327 1- L -379 200 - - P-G 111 -108 -10 40015A38FF5381BOBB7F4800992E85FS Thk item kwbcenaica %Od.wd waladby fftml Martbte= ?£OL, L(e..047362i CA the dUashawa abM WJnga SFA�l nktad ecpbmcxr&k do_e=wa mnatamildacad tgneddand=lad aria itr:ass.4han�aafewsosdernustY�axrlfi�d rx¢aafectm� curJOL **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"'IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss s reqquire extreme care in fabricatingq handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Comp 'nen[ Safety Information, b TPI and'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary bra cin per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach tl rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as apo} icable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawi?gs 160A-Z for standard plate positions. Alpingj a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss 1n conformance with ANSIt PI 1, or for handlinq� shipping, installation and bracing of trusses.A seal on this drawing or cover page_ , listinq'this drawing indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Bu!Iding Designer per ANSIlTPI 1 Sec.2. r Job Number: 36CS00037 Ply: 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 .. / ... 06117/2018 6'4"8 9' 14'3"11 19'10" 25'4"5 30'8" 33'3"8 39'8" 6'4"8 27"8 F 5 "l 1 5'6"5 5'6"5 + 5'3"11 1 247 =6X6 =3X4 =5X6 =3X4 =6X6 D E F G H !, T 12 6 I 03X4C 1k3X4 ' M � I 1 �4X6(A2) B Ji � A SEAT PLATE REQ. T S R Q P O N M L 112X4 =3X4 =3X6 =3X4 =3X6 =3X4 =3X6 =3X4 III2X4 3V8" 1' 6'2"12 2'94 3' 5'9°13 5'9"13 2'0"3 2'9"4 6'2"12 9' 12' 2�0 3,� 19'10" 25'7"13 08" 3 �3'5"4 1' 4'0"3 i 308" SEAT PLATE REQ. 6'2"12 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W B 1561 1720 / 921 / - / 223 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.246 F 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.676 F 999 180 J 1561 1720 1921 / - /- 18.0 BCDL: 10.00 Risk Category: it 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 Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 J Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf p Bldg Code: FBC 2017 RES Max TC CSI: 0.395 Bearings B & J are a rigid surface. g 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: 0A81 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. C VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 2028 Wind Duration: 1.60 WAVE 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. :No 04V82 STATE OF 40 015A 38 FF 5B 8180 BB 7F48 00 99 2E 85 FB IM hernIazbs ekdrra>k4%0ed:=A =Aad by SiS xM Martbwx, B - C 1669 - 2806 G - H 1873 C - D 1625 - 2567 H - I 1625 D - E 1873 - 2959 1- J 1668 E - F 2028 -3246 J - K 27 Ibs) Maximum Bot Chord Forces Per Ply (l Chords Tens.Comp. Chords Tens. C B - T 2440 -1350 P - O III 2993 T - S 2438 -1350 O - N 2261 S - R 2261 -1186 N - M 22A1 R - Q 2261 -1186 M - L 2438 Q - P 2993 -1615 L - J 2440 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, C T-C 163 -12 P-G III 328 C - S 254 - 275 G - O 381 D - S 301 -205 O - H 9i42 D - Q 942 - 565 M -1 254 Q - E 3B1 - 523 H - M 302 E-P 328 -185 I-L 163 F - P 226 - 300 n (a. Lk. 0471E21 on fAA tHmYc 5tmVn a6svffi t�'ng a SNA•3 sandsalicaxrxda- P'r=d epgfxhis dm.+=a an a+rE muidbred jai email scaMd and the sw.11 awhenf=Naa oada must Uwrfowl rm a j d"tmnlz dies. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handling shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, byy TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted oiherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg insTalled per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 160A-Z fof standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shippin�, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this drawing,indicates acceptance of 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 ANSI/TP11 Sec.2. I f -3246 -2959 -2567 - 2806 0 -1625 -1216 -1216 -1379 -1379 -185 - 523 -565 -275 -205 -14 Job Numb 'r: 36CS00037 Ply: 1 SEQN: 668635 / T20 / HIPS 4EBB 182 -Cali "D" /DR Horton /4EBB 1828-Cali "D" " Qty: 1 FROM: AH DRW. Truss Lab I: ABG Wgt: 235.2 Ibs / ... 05/171201 B 1�'1 7' 11'4" 2'10" 15'4"12 1T 24'212 + 28'4" � 32'8" j 7' 4'4" F 4'0"12 1'7" 4'4"12 4'1"4 4'4° T 0p 4 = 8=3FX6=5CX10 =6X6 1112' C4 12 g m68 J T 6p T o (a) (b) (a) 1 4X12A(B3) B � K=4X12(B3) U T S R Q P O N M 1114X4 =8X10 =5X6 =5X6 1112X4 =5X6 =5X6 =8X10 914X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. ----11'4" 284" i 67"12 _r 42"4 } _'I 1' 4'1"4 i 4'1"4 i 1'8"12 474 6'7"12 6" 6 T1"12 11'4° 14' 181 19'10" 23'11"4 25'8 28 32'6°4 39'2" 98", F 1' 5'8"12 28'4"� Loadin Criteria s Wind Criteria Snow Criteria P 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# Lee R / U / Rw / Rh / RL / W g 70 / 398 / 75 / - / - 18.0 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA" VERT(LL): 0.188 1 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.520 1 968 180 T 5210 / 2583 / - / - ! - 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.034 M - - K 2102 11040 / - I - /- 18.0 Des Ld: 37A0 EXP: C HORZ L 0.063 M ) Wind reactions based on MWFRS Code / Misc Criteria NCBCL : 10.00 Mean Height: 15.00 It 9 Creep Factor. 2.0 P B Min Brg Width Req = 1.3 Soffit: 2.00 TCDL: 4.2 psf BCDL:5.0 sf P Bldg Code: FBC 2017 RES 9 Max TC CSI: 0.973 T Min Brg Width Req = 2.1 K Min Brg Width Req = 2.1 Load D ration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.586 Bearings B, T, & K are rigid surface. Spacin � 24.0 " C&C Dist a: 3.97 ft Re Factors Used: Yes P Max Web CSI: 0.990 i Bearings B, T, & K require a seat plate. Loc. from endwall: Any 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. Lumbe Wind A - B 27 -20 G - H 1915 -3871 Top ch if 2x4 SP #1 Wind loads and reactions based on MWFRS. B - C 1219 -607 H - I 2t)79 -4207 Bot chord 2x6 SP #1 Webs x4 SP 93 Additional Notes C - D 2918 -1445 I - J 2080 -4207 D - E 2918 -1445 J - K 2000 -4032 it Negative reaction(s) of -398# MAX. from a non -wind E - F 176 - 372 K - L 27 -20 Bracin (a) Co �inuous lateral restraint equally spaced on load case requires uplift connection. See Maximum Reactions. F - G 176 -372 memb ( Or 1x4 "T" reinforcement. 80% length of Same & SRB better, Maximum Bot Chord Forces Per Ply (Ibs) web m mber species grade or attach tl with 8d Box or Gun (0.113"x2.5",min.)nails ,.MAN Chords Tens.Comp. Chords Tens. Comp. 'nuous B - U 495 -1072 Q - P 2645 -1319 (b) Co lateral restraint equally spaced on mem*. Or 2x4 'T" reinforcement. 80% length of U - T 488 -1045 P - O 3930 -1955 web m mber. Same species & grade or better, �. 2 T - S 191 - 96 O - N S R 191 96 N M 3930 -1955 3568 attach d with 16d Box or Gun (0.135"x3.5%min.)nails 1 - - - -1740 @ 6" dc. 10f, R - Q 2645 -1319 M - K 3538 -1733 s Speci Loads MA jrMaximum Web Forces Per Ply (Ibs) --( mber Dur.Fac. 1.25 / Plate Dur.Fac.=1.25) TIE F F•Comp. Webs Tens.Comp. Webs Tens. TC: m 56 pIf at -1.00 to 56 plf at 7.00 om p C - U 691 -170 G - P 1610 -780 TC: 28 If at 7.00 to 28 If at 32.67 pIf pIf " TC: din 56 at 32.67 to 56 at 40.67 BC: om 4 at -1.00 to 4 at 0.00� a� C - T 1225 -2569 P - H D T 433 H N 483 -719 367 -162 plf pIf BC rom 20 at at 7.03 - -565 - 364 rom 10 Pff lf at 7.03 to 10 plf BC: fy lf at 32.64` T - E 2018 -4043 I - N -456 P P BC: From 20 at 32.64 to 20 at 39.67 E - R 2168 -949 N - J 817 -434 plf plf BC: rom 4 plf at 39.67 to 4 plf at 40.67 ) R - G 1498 -2985 M - J G - Q 337 -31 712 -177 TC: 200 lb Conc. Load at 7.03,32.64 40 01 5A38 FF 5B 8180 BB 7F 48 00 99 2E 85 FB TC: 1171 lb Conc. Load at 9.06,11.06,13.06,15.06 Vi4 item AaakresxM 1NWrtPnmz, 17.0619.06,20.60,22.60,24.60,26.60,28.60,30.60 x ncc>be swungaSF�av u``narzsz{ent eca2c 5hawm atxi v �n�aStsrA3 BC: 5131b Conc. Load at 7.03,32.64 a�.�¢ottcre)�* .r�fim BC: 127 lb Conc. Load at 9.06,11.06,13.06,15.06 17.06'19.06,20.60,22.60,24.60,26.60,28.60,30.60 <Tsktndcaiii ,aiif doamvmt=matcs mdzisad=lad me 2hz sa a 9hant arcade must be av= find ca a Fdoctmnk Ca�^taL *WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Comp bracing 'nen Safety Information, by TPI an SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly Locations for lateral have bracing installed BCSI 63, B7 or B10, attacljed as api'�nfdo rigid ceifinq shown permanent restraint of webs shall per sections licable. Appty pfates to each face of truss and position as shown above and on the Join f Details, unless noted otherv✓ise. (2efer to draws 160A-Z for standard p�telpo sitions.Alpina trussconfoance ivision of IBuildinComponentsGip Inc. shall not be responsible for any deviation from this drawing,any failure to build the ANSIP1, for hanng installation bracing irusses.A this drawing or cover listinthis with or shipping, and of seal on drawing indicates acceptance ofrofesstonat engineering responsibility solely for the design shown. thawinforanystructureise of the Building Designer ANSIITPI 1 Sec.2. page_ , The suitabtlttyandseofthis For rtw responsibility per irmation see this •ob's enema notes a and these web sites: ALPINE: www.al ineihv.com: TPI: www. inst.o •SBCA: www.sbdndu .coin ICC: www.imsafe.m r s Job Number: 36CS00037 Ply: 1 I SEQN: 668624 / T15 ( SPEC 4EBB 1828-Cali "D" /DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: Truss Label: D1 I Wgt: 103.6 Ibs .. / ... 05/17/2018 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 93 6'4"8 6'4"8 1018" i 1 "1"8 21'4" 4'3"8 4'3"8 64"8 112X4 =3M =3X8 012X4 a3X4(A1) SEAT PLATE REQ. SEAT PLATE REQ. 21'4" 1, 6'2"12 3'1"4 1'4" 4'5"4 6'2"12 6'2"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 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) DefI1CSI 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): 0.040 H 999 240 B 869 / 397 / 529 / - ! 229 / 8.0 Lu: NA Cs: NA VERT(TL): 0.109 H 999 180 F 805 / 360 / 463 / - /- / 8.0 Snow Duration: NA HORZ(LL): 0.017 G - - Wind reactions based on MWFRS HORZ(TL): 0.033 G - - B Min Brg Width Req = 1.5 Code / Misc Criteria Creep Factor. 2.0 F Min Brg Width Req = 1.5 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 CSI: 0.325 FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plate Types}: WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 D - E 1021 -947 B - C 1194 -1342 E - F 1255 -1349 C - D 999 - 946 1 No 047182 e ,r. 40 015A38 FF 50 8180 BB 7F48 00 99 2E85 FB S.t�ktltcmY�ws�:eerv¢kcze�aadan3*«Gaivdtry fiQarttncr. PE(rL.lc.r47 ial on the date shown abasa udng a smli,'L at�heneirat8cuscmdr. Fafmtcd cop"oftfls do^_=erstz not cr nl6mad ifpmimd saalsd anti�a .A av andsa9Fesusxa8env.t@surxifzsdisracsysdatwnk Diaz Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B - J 1138 - 946 H - G 1144 -949 J - 1 1135 - 946 G - F 1147 - 950 I - H 1135 - 946 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ J-C 224 -21 H-E 5�5 -439 C - H 505 -428 E - G 225 -41 D - H 587 - 588 111 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ?wire extreme care in fabricating, handlin shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ed ceiling. Locations shown for permanent lateral restraint of webs shall have bracingg insTalled per BCSI sections B3, B7 or B10, . AppTv plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. t fer to a division of ITW Buildin�iL�Components Group inc, shall not be responsible for any deviation from this drawing any failure to build the conformance with ANSI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. . this drawing indicates acceptance of protessronaT engineering responsibility solely for the design.shown. The suitabtitty ;e of this drawing for any structure is the responsibility of the Building Designer per ANSI1TP1 1 Sec.2. Job NumbL r 36CS00037 Ply: 1 �SFROM:AH EQN: 668625 / T2 / GABL 4E6B 182-Cali "D" /DR Horton l4EB8 1828-Cali "D" Qty: 1 DRW: Truss Lab 1: D1GE Wgt: 134.4lbs .. / ... 06/17/2018 r 1, Loadin! ntena (psf) Wind Criteria TCLL_ 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCC L: 10.00 Risk Category: II Des Ld:l 137.00 : 10.00 EXP: C Mean Height: 15.00 it TCDL: 4.2 psf Soffit: it 2.00 BCDL: 5.0 psf Load D fion: 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 ch¢ d 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 All plat¢'s are 2X4 except as noted. Wind Memb r design based on both MWFRS and C&C. Add iti Inal Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable „ind bracing and other requirements. 10'8" i Z14- 10'8" 1018" 2T4" 21'4" 21'4" Snow Criteria (Pg,Pf in PSF) Defl/CSl Criteria ♦ Maximum Reactions (Ibs), or'=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL 1 W Pf: NA Ce: NA VERT(LL): -0.001 H 999 240 p; 81 / 37 / 39 / - / 11 1256 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 Brg Width Req = - HORZ(TL): 0.003 J - - Bearing B is a rigid surface. Code I Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) TPI Std: 2014 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Camp. Rep Factors Used: Yes Max Web CSI: 0.088 A - B 27 0 1-1 304 -24 FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 87 -120 J - K 253 -21 Plate Type(s): C - D 80 -90 K - L 202 -23 WAVE VIEW Ver: 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 ST1 40 015A B EF 58 81 B0 BB 7F+48 00 96 2E S5 FB 7t;12itare'hsu8 enekztects :�3pv and md: afadwm lwrttnca, nVL.tit.MIB Ion bed2ftsJWUAIauraWAOa514A4 aratEiant°tns�2a. ��tad igtkx�fixf�a elotrzem�saat arm nat icaadad �na� snd smaled �d ttae:�i:3 safrhaa�ataxteofls envt �m auif�rmy amr�dcitio� =rim 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 1-X 0 -162 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! It —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Truss reqc1uire extreme care in fabricatingg handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Comp nenF Safety Information, bV TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracin er BCSI.. Unless noted o herw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a proppef!y attach rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 of 610, as ap icable. Appty plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to draN 160A-Z for standard plate positions. trur) 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_ listinig this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suibility and lase of this drawing for any structure is a responsibility of the Building Designer per ANSIITPI 1 Sec.2. IJob Number. Truss 1828-CLabel:C1CD O DR Horton MEBB 1828-Cali "D" I Qtyr: I .41bs I FROM: AH 626 / T14 / SPEC I DRW:I 05/17/2018 I SEAT PLATE REQ. 7' 14' 7' 7' C=5X6 IIIZA4 14' f' 1' 7 I 7 7' 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: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C '-2X4(A1) SEAT PLATE REQ. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): -0.019 E 999 240 B 593 / 272 1371 / - / 158 / 8.0 Lu: NA Cs: NA VERT(TL): 0.030 E 999 180 D 527 / 234 / 304 / - / - 18.0 Snow Duration: NA HORZ(LL): -0.009 E - - Wind reactions based on MWFRS HORZ(TL): 0.011 E - - B Min Brg Width Req = 1.5 Code I Misc Criteria Creep Factor. 2.0 D Min Brg Width Req = 1.5 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 {Ibs) Plate Type(s): Chords Tens.CDmp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 C - D 809 -738 No 047182 � s e:. � e STATE:OF 40 01 SA38 FF 55 8180 BB 7F 49 00 99 2E95 FB ThU ltamrrt's srttekzdr s3 trd' fscaladby WaW bbrttsra, v F(rl. tic.i.�Tlt92t molttsdsYe siwime mlus�ig.z5Htw3 xenrtzt�9r. E�rtatrdr 6 , ih s dfXU'1'WA=n0t 0MUMM11Zignat dm Imd asd ti�..S?A,4 a,:�ent6dthiarc€cde aaagmt BYamcrif3rd rn aety'dectmak rsa�Jms. B - C 777 - 739 I . Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - E 598 - 536 E - D 598 - 536 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp_ C-E 311 -82 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Safety Information, bV TPI and SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted d herwlse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly CCc. ceiling. Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections 63, B7 or B10, e. ADDIv Dlates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. Refer to a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance with ANSI>�P1 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. . this drawing indicates acceptance of professrona7 engineering responsibility solely for the design shown. The suitability ce of this yawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 iiec.2. F4EBB Numbr: 36CS00037 Ply: 1 SEQN: 668627 / T31 GABL 182 -Cali "D"/DR Horton /4EBB 1828-Cali "D" Qty: 1 FROM: AH DRW: s Lab t: C1GE Wgt: 78.4 Ibs .. / ... 05/17/2018 rr 7' 14' 7' + 7' 1'8" --+— 1'4" - { (TYPI G=4X4 14' i 1 T 14 14' i- p Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCSl Criteria ♦ Maximum Reactions Ibs , or *=PLF ( ) TOLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.001 F 999 240 L* B4 / 39 / 40 /- 112 / 168 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 E - - L Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ TL 0.002 E - - ( ) a g BearingB is rigid surface. NCBCL 10.00 Mean Height: 15.00 ft Code! Misc Criteria Creep Factor: 2.0 Soffit: � 2.00 TCDL: 4.0 psf BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.118 Maximum To Chord Forces Per p PI Ibs y ( ) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tens. Comp. Spacing 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.061 A - B 27 0 G - H 213 -26 Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: B - C 14 -66 H - 1 157 -48 GCpi: 0.18 Plate Type(s): C - D 61 -28 I - J 105 -69 II Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 D - E 113 -17 J - K 87 -89 Lumbe E-F 165 -14 K-L 84 -106 F - G 221 -17 L - M 27 0 Top cho d 2x4 SP #1 Bot cho � 2x4 SP #1 Webs 2 4 SP 93 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ Plating Notes B - V 145 -46 R - Q 164 -49 All plat are 2X4 except as noted. V - U 153 -47 Q - P 159 -50 Windy U - T 158 -48 P - O 155 -51 Membe design based on both MWFRS and C&C. to �, T-S 161 -49 S - R 164 -49 O-N N - L 150 144 -53 -55 �` Additio al Notes 1 E: Maximum Gable Forces Per Ply (Ibs) See D GS A16015ENC101014 & GBLLETIN1014 for gable nd bracing and other requirements_No nram. Gables Tens.Comp. Gables Tens. Comp. C - V 122 - 56 Q - H 205 - 83 D-U 115 -75 P-1 159 -72 14 zz E-T 159 -72 O-J 115 -75 w`, E F-S 205 -83 N-K 122 -56 - $TAT f 3 ", A * _A G-R 13 -89 40 015A38 FF 50 81 BO BB 7F48 00 99 2E 85 FB mu item by?AwUs9 taarttnr, ?� €�L, IBc.CBSeSH2! cn lP,mda4¢ shawrt a6u u�ding a SHT i acilrerrta'¢afia. studCap=:aftK4domrssatarenot exn&k dsknedmimbd =d the Sin vullkd m atrfdmfwnk C.VL **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusse require extreme care in fabricating handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Comp �fen[ Safety Information, bV TPI anc7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary brac!n j er BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections 63, B7 or 10, as appff''cable. Apply plates to each face, of truss and position as shown above and on the Join f Details, unless noted otherwise. (tefer to drawin(1s 160A-Z for standard plate positions. Alpine ,r[,a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss i tconformance with ANSIifPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ listing, his drawing indicates acceptance of professions engineeringg responsibility solely for the design shown. The sui bility and u e of this g►awing for any structure is p e responsibility of the Building Designer per ANSIlTPI 1 Sec.2. Job Number: 36CS00037 Ply: 1 SEQN: 668628 / T22 / HIP_ 4EBB 1828-Cali "D"!DR Horton /4EBB 1828-Cali "D" Qty: 2 FROM: AH DRW. Truss Label: M3 Wgt: 11.2 lbs .. / ... 05/17/201 B 12 C 6 2X4(A1) B A D SEAT PLATE REQ. T M d L0 V11 r- 2' �--- 1 t min 2' Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pf in PSF) Def11CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL / W B 87 / 69 / 144 ! - / 64 / 8.0 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 32 / 5 / 29 / - ! - P1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.000 D - C 13 / 28 / 12 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.000 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 42 psf BCDL:5.0 sf P BldgCode: 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 is a rigid surface. Spacing: 24.0 " P g- C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Lac. from endwall: not in 9.00 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Ch d T C Ch d T� C Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. or s ens. omp. or s S. omp. A-B 13 0 B-C !' 6 -38 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 it . @ 1 ' ; a • STATE ,to wvox ' m100x ,� SEA* 0 015A39 FF 55 8180 SB 7F49 00 99 2E 85 FB VA;r9mtss" arts&alad 5Y tAasa a9 R6artpsmg �E(t`l. t9c.C4t252f an t4��ia8a shriwrt atxizm v^�ng a SH�2 I , a�ientYatiGexsla. � � I rtad titsxt d2cwsratatavlatcsatfL'zad ssand seaiad aasd thc�+t.�:gaz!litentaAsixte m+:.tfierarlfiz.{c»aer�cdectrar;Sc li' c�taa. I "'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, byv TPI andSBCA) for safety practices prior to pertorming these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached struciural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg Ins lied per BCSI sections 63, B7 or 10, as applicable. Apply places 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. ( I 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 ANSUI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this'ob's general notes page and these web sites: ALPINE: www.al inefw.com: TPI: www. into ; SBCA: wwwsbcindu .com; [CC. www.iccsafe.o t ' ' N Job Number: 36CS00037 4EBB 1821E Cali "D" /DR Horton 14EBB 1828-Cali "D" Truss Lah 1: EJ7 T SEAT PLATE REQ. Ply: 1 SEQN: 668629 / T19 / EJAC City: 14 FROM: AH DRW. Wgt 23.8 lbs .. / ... C 05/17/2018 1' i' T -I Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/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 Pt NA Ce: NA VERT(LL): NA B 336 1117 / 259 I - / 173 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 / 20 / 101 / - ! - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.014 D C 171 / 133 / 91 ! - / - 11.5 Des Ld:37.00 EXP: Cl'� HORZ(TL): 0.025 D - - Wind reactions based on MWFRS NCBCL 10.00 Mean Height: 15.00 ft TCDL: 4.2 psf Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 BCDL: 5.0 sf p Bldg Code: FBC 2017 RES Max TC CSI: 0.496 D Min Br Width Re g q = Load D tion: 1.25 MWFRS Parallel Dist: 0 to h!2 TPI Std: 2014 Max BC CSI: 0.368 C Min Brg Width Req = Bearing B is a rigid surface. Spacin � 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 gearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: II 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. Lumbe Top ch �d 2x4 SP #1 A - B 27 0 B - C 77 -151 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind I' Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 40 015A381=F 56 8180 BB 7F 48 00 99 2E 85 F0 €hkitemErrsL+crnafardrx rsrradarJ=a1.dbyMux-AMarkow;. S i fFt. ttc.GiTasa(�m t?7adaft staramWXwo gang a 5"za arzs�a.�zsszrde, PMU12 CC'0&X 1tH5danea^.erAm goteawdnraii farad salad Z tie VKAA asAczt6ka* azadems—ktavulfod en my d"trar3: coAiaL "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS reqquire extreme care in fabricatingg handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building nenf Safety Information, by TPI ancl'SBCA) foe safety practices prior to pertorming these functions. Installers shall provide temporarry� er BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or B10, icable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to Is 160A-Z for standard plate positions. a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the conformance with ANSIrI PI 1, or for handling{ shipping, installation and bracing of trusses.A seal on this drrawing or cover page. this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability ce of this drawing for any structure is the responsibility of the uilding Designer per ANSIITPI 1 Sec.2. r. ,. P Job Number: 4EBB 1828-CaliCD"O/DR Horton MEBB 1828-Cali "D" I Wgt 16.8 Ibs I FROM: AH 63D / T16 / JACK I DRW; O5/17/2018 I Truss Label: BJ5 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 T ) SEAT PLATE REQ. Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. 1-i 11 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefi U# Pf. NA Ce: NA VERT(LQ: NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.007 D - - HORZ(TL): 0.00E D - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.309 TPI Std: 2014 Max BC CSI: 0.182 Rep Factors Used: Yes Max Web CSI: 0.000 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 No 047182 e 40 01SA38 FF58 SIBO BB 7F 48 00 99 2E85 FB uItem Imbmcnaks5t gs;nndZrAwai¢dbyrs1 twrtfn� €E (rt.. ttc.riasl an eneasr sftawrsa;xism vsng a sN.i athcritnean=d . a?�bwdcmpiioidisd =�got crosi&m8sknmd=dMbd and tFa:e4a•'§ash¢nCn9ieuac�terawtbanrstt§c6.mamyd"trooY- CWAS. C i O u7 N C7 I C7 II I ,I ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 263 / 96 / 208 1- / 129 / 8.0 D 90 113 /70 /- /- 111.5 C 119 / 93 162 I - l - 111.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply, jibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 153 -120 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 III I I I' ICI —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingp shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI and'SBCA) ion safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a propperly id ceilingg Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, e. AppTy fates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. heferto 60A-Z for s�andard plate positions. a division of ITW Buildin�tL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handlM shipping, installation and bracing of 1rlsses.A seal on this drawing or cover page this drawing, indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability ie of this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. 41 F Numb h: 36CS00037 B 182 1 Cali"D"IDR Horton /4EBB 1828-Cali"D" ss Lab I: BJ3 T Loading',Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 1 10.00 Risk Category: II EXP: C Des Ld:l� 37.00 Mean Height: 15.00 ft NCBCL . 10.10 TCDL: 4.2 psf Soffit 2.00 BCDL: 5.0 psf Load D ation: 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 chard 2x4 SP 91 Bot chord 2x4 SP #1 Wind design based on both MWFRS and C&C. Ply: 1 SR 66116311 T17 / JACK Qty: 4 FROM: AH DRW: Wgt:12.6lbs .. / ... Is] SEAT PLATE REQ. T 05/17/2018 3' PI 3' Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U 1 Rw I Rh / RL I W Pf: NA Ce: NA VERT(LL): NA B 193 / 76 / 162 / - / 86 / 8.0 Lu: NA Cs: NA VERT(TL): NA D 51 16 141 I - 1-' / 1.5 Snow Duration: NA HORZ(LL): -0.003 D - - C 64 / 51 / 30 / - /- / 1.5 HORZ(TL): 0.003 D - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.174 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.072 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 Typq(s): I Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 29 -105 40 015A38 FF 56 8180 613 7F 48 00 99 2E 85 FB 8$iSt a4srnavxabcenalscix skca �.} e sx9 wialeci 4 Vamtl MarkMm fFl.. LDc.�7:13+..1 sn!%�xac4aSasttswra atxis� ag aSN�>3 zc�an>;.cas am;ia. Ar�tadss ?vs �a'aHis dsmsra=m notcumAdmad skagd=ds lad anC tic s<sa�3 asn�zauarauada prat P�,aexr3fi:d m aaydsctianis- ssylaL. 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 Truss s require extreme care in fabricating handlingshipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anSBCA) r safety practices prior to performing these functions. Installers shall provide temporary braci 'g per BCSI. Unless noted citherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attac etl rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as ap ,licable. Appty plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. hefer to drawi gs 160A-Z for standard plate positions. Alpin a division of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss n conformance with ANSI PI 1, or for handling shippinq, installation and bracing of trusses.A seal on this drawing or cover page. listin this drawing indicates acceptance of pro�essiona7 engineering responsibility solely for the design shown. The suitability and arse of this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. r. ji R Job Number: 36CS00037 Ply: 1 SEQN: 668632 / T18 ! JACK 4EBB 182E-Cali "D"/DR Horton /4EBB 1828-Cali "D" Qty: 4 FROM: AH DRW: Truss Label: BJ1 Wgt: 11.2 Ibs / ... 05/17/2018 4"3 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 it NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 125 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 Wind Member design based on both MWFRS and C&C U 12 6 F�7- C 2X4(A1) B SEAT PLATE REQ. M o tO M ■ 1r �i Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Vdefl L!# Loc R / U / Rw / Rh / RL /'W Pf: NA Ce: NA VERT(LL): NA B 150 / 77 / 145 1- / 42 118.0 Lu: NA Cs: NA VERT(TL ): NA, D 11 110 / 18 / - / - / 1.5 Snow Duration: NA HORZ(LL): 0.000 D - C -14 / 28 / 25 / - / - /'1.5 HORZ(TL): 0.000 D - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Min Big Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.163 D Min Brg Width Req = - TPI Sid: 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 (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords T66s. Comp. A-B 27 0 B-C �,28 -19 4001SA38FF5B81B€)8B7F4800492E85F8 1hkltmrnn"bemnek 4z:aed'ud lzdbyW-aruzlmmbaes, K.01.. tic.04i MI on tM dasa O 7waAbam w.�n�a SHb+i mUftndQ*nC0dc, ar7,tcdc marehis dotumest mat =W.Ssmmdt amd xad cmmlmd =d tha SKA11 ent=mlimzcade nit k wscitirld M �fd"Imror saVIDL Maximum Bot Chord Forces Per Ply'(ll Chords Tens.Comp. I B-D 0 0 I� "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, handlinp shipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI an d'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted olhenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. fZefer to drawings 160A-Z for standard plate positrons. Alpine, a division of ITW BuildlnfLComponents Group Inc. shall not be responsible for any deviation from this drawing,any.failure to build the truss in conformance with ANSIrfP1 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or coverpage, _ 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 ANSIffPI 1 Sec.2. 1. � , r Job Number: 36CS00037 I Ply: 1 I SEQN: 668634 / T21 / HIP_ I 4EBB 18A-Cali 'D"/DR Horton /4EBB 1828-Cali "D" Qty: 2 FROM: AH DRW. Truss La'I: CJ7 Wgt: 42.0 Ibs / .. 05/17/2018 6'3" _�_ 9110"1 6'3" 3'7" SEAT PLATE REQ. 0 �-15" 6'1"4 i 3.2„ _16"�r3 6'1"4 9'3"4 9'101 Loading' ritena (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 1 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C D Des d: Des Ld: 37.00 Mean Height: 15.00 ft .00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Du lion: 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 chor 2x4 SP #1 Bot chor Webs 2x 2x4 SP #1 SP 93 Special oads -(Lur 'lber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC: Frain 0 plf at -1.41 to 55 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 9.84 BC: Frc 0 plf at -1.41 to 4 pif at 0.00 BC: Frc 2 plf at 0.00 to 2 plf at 9.84 TC: Ib Conc. Load at 1.41 TC: 1 8 Ib nc. Load at 424 TC: 2 8 Ib CO..C. Load at 7.07 BC: 3 lb Conc. Load at 1.41 BC: 1 3 lb Conc. Load at 4.24 BC: 1 �9 Ib Conc. Load at 7.07 Wind Wind to ds and reactions based on MWFRS. 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 11.1 / Rw / Rh / RL Pf: NA Ce: NA VERT(LL): 0.015 G 999 240 B 330 1208 / - /- / - Lu: NA Cs: NA VERT(TL): 0.041 G 999 180 E 385 1175 / - / 0 / 0 Snow Duration: NA HORZ(LL): 0.004 F - - D 29 / 14 / - /- / - HORZ(TL): 0.008 F - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 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: /W / 10.6 / 1.5 / 1.5 Plate Type(s}: Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Camp. A-B 14 -11 C-D 55 -72 B - C 330 - 650 40 01 SA38 FF 5B 81. 80 61171 48 00 99 2E 85 FB This =6wakd by 3rSa =l Wrttb¢z, PE (H.. LPc.adF483jc2� thmLYad¢-stuyNme4 uvng a SNA.1 . tsd CWtd%6FLUS dotum=zWmxnc xdfrcr¢d 26a dmdx bd and ttae..at,x autbanYkalcrd¢ rn�sst bs vdfaedae�.aagdcctra`sk cmim Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- G 604 -290 F- E 0 0 G - F 591 - 288 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - C 286 -47 C - F 345 -709 "'WARNING'." READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propefly Plid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing insafed per BCSI sections B3, B7 or 610, e. AoDly olates to each face of truss and Dosition as shown above and on the Join Details. unless noted otherwise. Refer to of ITW Buildin�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the nce with ANSI PI 1, or for handl% shipping, installation and bracing of trusses.A seal on this drawing or cover page_ ing indicates acceptance of pro essional engineering responsibility solely for the design shown. The suitability yawing for any structure is the responsibility of the Building Designer per ANSI1TP1 1 Sec.2. K Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind _Speed, 15' Mean Height, Enclosed,_E.x.posur_e C,_Kzt-_=_ 1,_00_ mph Wind Speed, 15' Mean Height, Partially Enclosed,-Exposure-C,-Kzt- I.00 Or, 140 mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nrr ipn mmk Wlnr1 Cnoorl_ 1S' Menn Flolnht. Partially Enclosed. Fxoosure 11. Kzt = 1.00 S a Brace Gable Vertical Spacing Species Grade No Braces (1) lx4 'LBrace r (1) 2x4 'L' Brace r (2) 2x4 'L' Bracer (1) 2x6 'L' Brace le (2) 2x6 'L' Brace r Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B r #1 / #2 3' 10, 6' 7' 6' 10' 7' 9' e' 1' 9' 3' 9' 7- 12, 2' 12' 8' 14' 0' 14' 0' - S P #3 3' 8- 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0- U Stud0) 3' 8' 5' 9- 6' V 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' Q Standard 3' 8' 4' It' 5' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' #1 4' 0' 6' 8' 6' 11' 1 7' 10' 8' 2' 9' 4- 9' 8' 12' 4' 12' 9' 1 14' 0' 14' 0' -� S P #2 3' 10' 6' 7' 6' 10' 7' 9' 8' V. 9' 3' 9' 7- 12' 2' 12' 8' 14' 0' l4' 0' #3 3' 9' 5' 3- 5' 7' 6' 11' 7' 5- 9' 2' 9' 7- 10, 11' 11' 8' 14' 0' 14' 0' F Stud 3' 9' 5' 3' 5' 7- 6' 11' 7' 5' 9' P. 9' 7' 10, it, 11' 8' 14' 0' 14' 0' d Standard 3' 6- 4' 7- 4' 11' 6' 2' 6' 7' 8' 4' e' 11' 9' 8' 10' 4' 13' 1' 14' 0' U_ r #1 / #2 4. 5' 7' 6' 7' 9- e' 10, 9' 3' 10' 7' Ill 0' 13' 11' 14. 0' 14' 0' 14' 0' 'f') S P r #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 101 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' U Stud 4' 2' 7' 1' 7' 6' e' 9' 9' 1' 10' 5' 10' 10, 13, 9' 14' 0' 14' 0' 14' 0' O H F Standard 4' 2' 6' 1' 6' 5- 8' i' 8' e' 10' 5' 10' 10' 12' 8' 13' 7' 14' 0' 14' 0' #1 4' 7- 7' 7' 7' Ill 9' 0' 9' 4' 10, 8' It, 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' Ill 14' 0' 14' 0' 14' 0' 03 4' 4- 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10' Ill 13' 4' 14' 0' 14' 0' 14' U' Q1 D F L Stud 4' 4' 6' 5' 6' to- 8' 6- 9' 1' 10' 6' 10, Ill 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' 0 #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 1 10, 2' 10' 7' 12, 1' 14' 0' 14' 0' 14' 0' 14' 0' d S P F #3 4' 7' 8' 2' 8' 5- 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' 'u U Stud 4' 7' 8' 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 #1. 5' V 8' 5' 8' e' 9' 11' 10, 3' Ill 9' 12' 3' 14' 0' 14' G- 14' 0' 14' 0' S P #2 4' 10' 8' 3' 8' 7- 9' 9' 10, 2' Ill 7' 12' V 14' 0' 14' 0' d #3 4' 9- 7' 4- 7' 10' 9' 8' 10, i' 11' 7- 12, 0' 14' 0' 14' 0' I DV L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' Ill 7- 12' 0- 14' 0' 14' 0' RE a-i Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' Atiout rS able Truss Diagonal brace option T vertical length may be doubled when diagonal 18 #E brace is used. Connect L diagonal brace for 60011 'L' T at each end. Max web Brace total length Is 14'. )K)K 2x6 DF-L #2 or better diagonal T 1 Vertical length shown brace) single Be Li In table above. or double cut L 45' (as shown) at _ - upper end OL Connect dla anal at , �"•.-.i 1, �y -"'ff midpoint of vertical web. Refer to chart above for _ 04i R fAg Ong ..VARNINFd.. READ AND FOLLOV ALL NI MEW THIS BRAYBHi ..DwoRTNn)ww rLwmsI THIS D wmli; To ALL craMAC' = D=UDING Tie WTA1.11.02. 't �GEN Trusses require extreme care In Fobrkating, hu.,W , shipping, I -W11n and brod. Ref.rt.ta and Polls, the Latest edition of BCSI (Building Component Safety Information, ing y TPI and SBCA) for'..safety : (v[S( 1_ pr'nctkes prior to Performing these funns. ctioImstau.rs shall provide tempsrary bracing per SL Unless noted otherwise, top chord shall have properly attached structural sheatHng and bolt chord shall have a Properly attached rigld celUng. Locations shown For pert=ent lateral restraint of webs d shall have broatrag Installed per above sections the B7 sr Beta ns appllc no Apply dates to each Face w � f truss and position as shown above npl to the i Joint Retorts, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Atpine, a divWon of ITV Building Conpxrents Group Inc shall not be responsarle for any deviation from AN ITWQDMPANY tNs drawing, -Y Failure to bWld the truss In eanf=mce with ANSI/TPI 1, or for hamdift, shipping, hsto0atbn 6 brad g f trusses. t`y i"'k� `L! \\ A seal an this drawing or Cover pug. 1lstMg this drow4rg, bldkates acceptance of professional b etgkaeersrg re sdely for the design shown. The sWtabWty attd use of tMs drawing �' / ' �,;i:•�; � \��� 13389 Lakefront Drive fOr an sVrxttve resPda NtY of the Building Daslprer Ptr ANSYiPL 1 St.Z Earth City, MO 63045 y For more Information see this Job's general notes page and these web sites //t/a�fette>xc. tAAl11t„` ALPM wwo.Opinettw.comi TPB wvw.tPinLtgrgi SBCA, wmsbcindustry.orgl M wwwlccsafaarg Bracing Group Species and Grade Group At S ruce-Plne-Fir Hen-Flr #1 / #2 iStandard 1 1 #2 Stud a3 Stud N3 Standard ➢ou las Flr-Larch Southern Plnew.w #3 #3 Stud Stud Standard Standard Group Bt Hem -Fir #1 & Btr #t Dou I. Flr-Larch Southern Pinewwr al #1 a2 a2 lx4 Braces shall be SRB (Stress -Rated Board). aFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplfft connections for 75 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 Cl) 'L' bracer space nails at 2' mc. In 18' end zones and 4' oc. between zones. ilE ilfFor C2) 'L' braces- space nails at 3' o,c. In IS- end zones and 6' o.c. between zones, -L' bracing must be a minimum of 80% of web member length. 11 Gable Vertical Plate Sizes lice Less than 4' 0' Greater than but less than 3X4 Greater than 11' 6' 4X4 Vertical Len tin No2X3S l1 { Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditlons not addressed by this detail. MAX. TOT, LD, 60 PSF MAX. SPACING 24.0' REF ASCE7-10-GAD16015 DATE 10/01/14 DRWG A16015ENC101014 Gable Stud Reinforcement Detail ASCE 7-10i 160 Mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 ❑rl 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nr, i?n mnh Wind Snppd. 30' Mpan Helnht. Partlatty Enclosed. Exposure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) Ix4 'L' Brace x (1) 2x4 'LBrace x (2) 2x4 'L' Brace ]ON <1) 2x6 'L' Brace r (2) 2x6 'L' Brace NO Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B r P I" #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' #3 3' 6' 5' 5' S' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' Ill 13' 7' 14' U' US u Stud 3' 6' 5' 4' 5' 8' 7' 2- 7' 7' 8' 8' 9' 1' il' 2' 11' It, 13' 7' 14' 0' O P Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' B' 11' 9' 8' 10' 4' 13' V 14' 0' Q1 #1 3' ID' 6' 4' 6' 7' 1 7' 6' 7' 9' 8' it, 9' 3' 11' 9' 12' 2' 13, 11' 14' 0' —� S P #2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13, 9' 14' 0' c�v D F L #3 3' 7' 4' IC' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' to, 10' 13, e' 14' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' tl' 8' 9' 9' 1' 10' 1' to, to, 13' 8' 14' 0' d Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' e' 3' 8' 11' 9' 7' 12, 2' 13' 0' U_ r #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' e' 9' to, 1' 10' 6' 13, 3' 13' 9' 14' 0' 14' 0' -P _ S P r #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' LJ u Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' O I� P 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' 8' 7' 8' 11' 10, 2' to' 7' 13' 5' 13' 11' 14' 0' 14' 0' / S P #2 4' 2' 7' 2' 7' S' 8' S' 8' 9' 10' 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10, 5' 12' 5' 13' 3' 14' 0' 14' 0' QJ 11-0 ID F L Stud 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' to, 2' 11' 0' 11' 9' 14' 0' 14' 0' #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 F 43 4' 5' 7' 7' e' 1' 9' 2' 9' G. 10, II' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' U u Stud 4' 5' 7' 7' 8' V 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14101 14' 0' 14' 0' X O I l F Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, Ill 11' 5' 13' 7' 14' 0' 14' 0' 14' C' #1 4' 10' 8' 0' e' 3' 9' 5' 9' 9' 11' 2' it, e' 14' 0' 14' 0' t4' 0' 14' 0' S P #2 8 4' ' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' il' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 01 D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' il' 6' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10' il' 11' 5' 1 12' 8' 1 13' 7' 14' 0' 14' 0' Bracing Group Species and Grades) Group Ai S ruse -Pine -Fir Hem -Fir 01 / 02 Standard #2 Stud #3 Stud #3 Standard Count s Fir-Lorch Southern Pinewrr #3 #3 Stud Stud Standard Standard Group Bi Hem -Fir #I B Bt #1 Dou tas Fir -Larch Southern Plnerrw #1 #1 #2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). rrFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these nrades. Gable Truss Detail Notesi Wind Load deflection criterion Is L/240. Provide uplift connections for 135 ptf 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. AboutjC. )K For (1) 'L' braces space nalls at 2' o,c, able Truss In 18' end zones and 4' o.c, between zones. )IE iIEFor C2) 'L' braces space nails nt 3' o.c. Diagonal brace option, T In 18' end zones and 6' o.c. between zones. vertical length may be doubled when diagonal IB' )K _ 'L' bracing must be a minimum of 80X of web brace Is used. Connect L I member length. diagonal brace for 690# 'L' {I Gable Vertical Plate Sizes at each end. Max web Brace total length is 14'. ;y(1ll Vertical Len th No S lice 2x6 DF-L #2 or Less than 4' 0' 2X4 better diagonal T Greater than 4' 0', but 4X4 Vertical length shown bracei single 8' less than In table above, 45' or double cut (ins shown) at L � * Refer to common truss design for upper end, peek, splice, and heel plates. ntlnuoI Hearing Refer to the Building Designer for conditions Connect diagona at 5111111111f not addressed by this detalt, for length, midpoint of vertical web. Refer to chart above max gk`te rt(NMy .rVARNMG" READ AND FOLLOW ALL NOTES a THU BRAVING[ reDtPDRTANy— fTIRN1SM THIS DRAVING To ALL �7TRACTORS INCLUDING Tiff INSTALLERS �.,% J j�'% ♦ i REF ASCU-10-GAB16030 DATE 10/01/14 Trusses require extreme care in Fabricating. handling, shipping. installing and bracing. Refer to and foliow the intent etlnion of SCSI (Buad.ng Component Safety tnformatkm, by TPI and SBCA) for safety ` �\�[�(Sfi e"..fi�� procticperforming es prior to these functions. W.taliers shot( provide temporary brad per BCSL unless noted otherwise, top chord shalt have properly attached structural sheatKM anbottom chord No DRWG A16030ENC101014 shnil havea properly attached rlgtd %:sing. Locattans shown for p¢rnan¢nt lateral restraint of webs chat! have installed per BCSI sections or BIB, appticabte. Apply pintas to each Pnc¢ the J is no of trust and positbn os shorn obov¢ and on the .font D¢tats, unless noted otherwise. and position Refer to drawings 16CA-z for standard plate poslttons. R ilit�r-m E OF AN L s waris-s-EAfd the in f ounce with-ANSI/SPS_l, or for hondlnp, shWping. eQ � M S AX. T❑T. LD, 60 P F 2_1 _ _ __ _ _ _____ Ls the reslwrw�llity of a Bu0.ding Designer per ANSVTPf 1 SetE �utj __ w MAX, SPACING 24,0 1330g nt For more Infornntion see this s general notes page and these web sitev p�A1pp�� pp �"!a!!a!` /'F 9V!4Fl� sty, MO3045 Ewnh City, M063045 ALPiNEi www.alpineltwton) TPA w—tpin cra) SBCA, wwwsbcindustry.org) IC0 wwwlccmfe.org !�'' r i Galole Detail For Let -in Vert cats _Gable Truss Plate -Sizes if-web=has-a-scab-brace; then webs Refer to appropriate Alpine gable detail for over 48' from Joint to Joint need minimum plate sizes for vertical studs. to be braced with 'L' or 'T' braces. Brace Is 90% of Member length, 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 requlred the overlapped plates to span the web. scQ6 + Example, 2X4 �h�cA 2X4 2X8 No 'L' or 'T' brace required In lieu of scab brace Gable vertical length greater than 48' 'L' or 'T' brace required 'T' Rein forc4tg Member Gable Truss Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nallst 10d Common (0.148'x 3.',min) Nails at 4' o.c. plus (4) nails In the top and bottom chords. Toenalled Nails, 10d Common <0.148'x3',mIn) Toenails at 4' o.c, plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load, ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014,.AU030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPEE101014 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe -nail - Or - IN End-ndl 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 Examplet 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 x 8' 7' = 11' 2' 'T' Reinf. 'T' Mbr. Size Increase 2x4 30 2x6 20 F� V lUl�\\V'ii ���I\ tf v AN f1W COMPANY 13WlAetmntDrW Eat Cl,6t063o45 s*VARrm� READ Arm FIKUN ALL hails LLR TILLs BRAVVQ eetLLf�TAtfle+e FtlW�$571 TILLS 1WtAVllif TO ALL I�LLRACiORS ll'ALUBIIJf T1iE INSTALLERS, Trusses requNe extreme care h falrtathp, handling, shone, Installing and brnchp, Refer to and fallor the latest edtton of BCSI oi,rldhs Component safety u,u pro lm,, gy Tpl wta sBCA� far safety pracyces prior to perfottNta these font: tlens insta0.ers shnU pro temp br per BCSL Unless noted otheretae, tap chord aFroIt have properly attached structtrnt sh'ro'eaXiin®'a=bottom chord shalt have a property attached rI01d coRlnp, Luca .. shown for pemonent lateral restraint of sobs scroll have lrnc4,g Installed per BCSI seed an th J or RMO.et is optruble. Apply plates to each face of truss and postkhn as shorn above and an tlm .bink Betafts, unless rroted otherelse. Refer to droer�7s ISCA-Z far standard plate positions. j o dvision of ITV 8u9ddnnap Conponwnis Graotyp Inc shill not ba reaponable for ony devlatbn from this tay.tre, ony falure to butkf the truss in catfortaence eltlf ANSI/Tft 1, or for handling, shtppina, instaLLation L bral3g of tl`ttsses, A seal an tFb drovYp or rover pa Wtinp #ls droehp, indcntes atxaptona of professlorroi eerho sittyy weir for t�`+e desk slxsen The atiLnbllty ord IKf of tNs dtro.Ytp i web far otty strtteore iM respoon see thisjob'sgone at rtater pa' and these e.o..�°f ware`, armntto see tints �ab ee rat notes page and these web spas. qai ur�,' lE'0t lfl i��,il •"""'• rf�ya1. :p d tip vAita2 °y �� T+t �" w ` � q gYAtt OF' rota« '.a1,�'•�;. F' n, dtl@7A3,y a0a1 i0ffiR588iMpT£4W JS¢it8 ..-- "" MAX. TOT. LD, 60 PSF REF LET -IN VERT DATE 10/01/14 DRWG GBLLETIN1014 DUR. FAC. ANY MAX. SPACING 24.0' 2; 'R' a Hip Frame, 'R' Hip frame stops at plumb cut of jacks to maintain pitch continuity. Hip frame lumber Is SPF, So, Pine, HF, or DFL Standard, Stud grade, or better, Hip Frame Details See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required, Hip frame chords may be trimmed up to 2' to fit. purlins must be intact and properly attached, Hip Frame Stepped Hip System Trusses nt__N ci<#1 Hip Pitched and Sheathed Chord Area 9Hip Frame)K B Bottom Chord o- Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0.131'x3.5' nails Bottom chord of hip frame to be attached to #1 hip with 0,131'x3,5' nails @ 6' o,c. maximum spacing, Setback —�— Stepped Hip System Trusses Use this detail fort ASCE 7-10, 180 mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame - provided by truss manufacturer, ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated. Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So. Pine lumber. Residential, Wind TC DL=4,2 psf, Kzt=1,00 Structural.',�anels must be properly attached To hip,tt O, LIns, directly �JY(4 wVA17Nglfdw. READ ANDFGLtnv ALL NGfES w uR THIS AvlNa oA1P[RTAHTM FbRN1Sf1 THIS MWM TO ALL fb1TRACM;M DCLU➢ING Tiff INSTALLERS INSTALLERS Trusses require extreme care in fabricating, handUng, sWpping, hstolti p and bracing. Refer to and @. GE� /,1� % ��\ �` REF HIP FRAME DATE 10/01/14 �. follow the latest edition of SCSI Gu4dlrp Component Safety Inforllntbn, by TPI and SSW for safety practices prior to per£ormIng these iunctlam. gutatters sWt provide temporary bracing per SCSI. Unless noted otherwise tap chard shoU have properly ottached structural sheathing and bottom chord shall nove o properly attached rlpid W11. Locatiw,s sham for pvrnanent lateral rust-Int oP webs. to FacvALP N C * = DRWG HIPFR1801014 � shalt hnvv bracing installed oParwn SCSI samd m.an th J ar Seta ils n,ntess no Apply plates each aF truss and posltbn as shorn above and on the hat SeW4s, amass noted otherwise. Refer to drawings IGOA-Z for standard plate positions. .>D S' A E OF = - - - - %fiIJ:PAPdi= Alpine, a divlsbn of 1 V SuUdinD Components Group Inc shalt not be responsible for any deviatb" from ---ern nTp az�y a-tDyWd-the-truss-ln-_cpnfarmaoce .Ith ANSVTPI 1, or for hnndUnD, shlppbve �i /h �y Q eNstnitatIon 5 bracNg A seal on this drawing ar saver page Usthg this drnwho, Meat" acceptance of eS responslWUty surely for the de shown. The sWtobslty and use of this drawingfor Sect. u 61A}AL 1338E City, Earth Cily, MO fi3U45 MO 63045 My anrueturo !s the respansfa4My of t3�e "Oftil Dedgnvr Per ANSVTPI I for more In Formation see this job's general notes page and these web sites. ALPINE, wwwal bneitw.con) TPI, www.t inst. p p nr81 SSCA, wew.sbelnductryorgi SCQ wwwlccsoFo.arg , 1'/!lh/111fIfINtt\ill\ A _ _ Valley D_e_t_ail- ---ASGE 7-10, 160 mph, 30' Mean= Height;-En—c-ased—Exp, C—Kzt=1,-0 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, xx Attach each valley to every supporting truss with, (2) 16d box (0.135' x 3.5') nails toe -nailed 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 TIC 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, 12 3X4 12 Max, 2X4 X4 h-- 8-0-0 max ---� 4X4 12 12 Max. I— IX3 1X3 5X4 SPL Unless specified otherwise on engineer's seated 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, xxx Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord, ++ Larger spans may be built as long as the vertical height does not exceed 14'-0', Valley I Spacing Pitched Cut Square Cut Bottom Chord Bottom Chord Valley Toe -nailed Valley 2X4 •a 2X4 F 0. b__ V 2X4 Stubbed Valley End Detail 4X4 if Optional Hip Joint Detail a 5• • • • l.ommon l usses —� Partial Framing 20-0-0 (++) at 2 o.c. Plan Supporting trusses at 24' o.c, maximum spacing, tllpll:nu7Hp, ssVARMIHCdsa READ AND Fa.L11V ALL NITTES GN THIS DRAVM `� `�,�'S (j '' TIC LL 30 30 40PSF REF VALLEY DETAIL nlwaTrarrt.• FIDaIISN TFgs DRAVDIg m ul tJSIiRACiOLS DiLUOiNG tIE iNSTAl1ERs + Trusses regJre estrene car. In fobrkavm, handling. shlpp4,g, InstaltIng and bradng. Refer to and `� `� y- �qt����i+' C DL 20 15 7 PSF DATE 10/O1/2014 iolloe the latest edltlon of BOSS CBJltlln0 CanponeM Safety lnfornatlan, by TPI and SSCA) for safety Q' t;i&-.t `,,� ` praetkes prior to Perforrdna tixse funetbx InatoUera shop Pravlde teroorary bradrp par BCSL �,• UMass rested other.lsa' top chord shun have properly attached atruet,rnl sMathtr,g and bo<ton chore ��^' DL 10 10 10 PSF DRWG VAL160101014 shall have property attod+ad NgId cNUn9. Loratbns shoen far per _M loterol restrotnt of eba d shall hovo brocing bistalletl per SCSI sections S3, S7 r S10, na applicable. Apply platos to each Pace - - G LL 0 0 0 PSF �l L_ O l ��- of truea and podtbn as f— abay. aM an the Joint Detalla. v�lesa rwtod atMralsa. = u U— l� RtFer to tlweings IfiOA-2 for tudnrd plate posltlonc ¢� t _ Alpine, o rgvlsbn of Iry SJt g Components Group tnc. shalt Wok be respon:lbla for an de'lot[- iron 7T. L.D. 60 55 57PSF AN irwcomPANY this drav4V, any failure to buukd the trues I canfarnonca attA ANSLTPI 1. or for nanal�g, snbphg. � .� � � T E OF Installation L bm.N of trusses. 2 A seal on ttds draa}rig or cover page Wing this draa4,p, ewlcates occeptame of profesalonnl s i' re saety for u,e deNg1 seati The m,rcowltya= of � �adro i� ('�}?., (,�;�yi� ,ty`�✓ UR.FAC.1.25/1.33 1.15 1.15 13389 Lakefront Orivs fare Is the M.P. �h of V`e "dine Deslyar per ' `.,' Ea,th City, IAO 63045 For Wore Inf—tton see tht. ,lob's general notea page and these r,b alter '+, -j ffii `�� SPACING 24,0' ALPINE, eae.alpineltatonl TRIP aaa.tPhst.orgl SSCfv ass 4 ustry.orpl IM an.kcsafe�org h lS{ MM 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 ppsf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5,0 psf (min), Kzt=1,0, Notes Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restraln purlins, and lateral braclna for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detail Is not appllcabte If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. xx Refer to Enolneer's sealed truss design drawing for piggyback and base truss specifications. ---- Detai( A 1 Purlin Spacing = 24' o,c, or less 12 Up to 12 Spacing = O.C. max 1—Top Chord Scab (Typical Each End) Flat top chord purlins required at both ends and at 24' max o.c. spacing In between. Detail B ' Purlin Spacing > 24' o.ci Piggyback cap truss slant nailed to all top chord purlln bracing with (2) 16d box nails <0.135'x3.5') and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails <0.128'x3') at 4' o.c. Attach purlin bracing to the flat top chord 12 using a minimum of (2) 16d box nails ..(0.135'x3.5'). Up to 12 4' purlln Spacing) </ 24' o.c, max Top Chord Scab (Typical Full Each End) Chord Flat top chord purlins required at Depth both ends, purlln spacing 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.-WARND -04PORTANTes rUNSHHTTM DRAViNGREAD AND TOALLL �ITRACTORS INMLMMNG THE INSTALLERS NOTES (IN TMS BRAVMMv`S �l�adjjtilj%jjj 44 Trusses require extreme care In fobrlcathg, handUng, sHpptng, InstnlUng and broctr,A. Refer to end follow the latest SCSI (PLAding Component Safety Information, by TPI oId S )for mFety P /� .�♦ �lJ E,�� edition of proctices prior to performing these functions. Installers shall provide temporary beating per BCSI. Unlessted otherNse, top chord shall have properly attached--turol h—tWnii and bottom hard sh tl have a property attached H la-111mg. Locations shorn Par permanent lateral restraint of ebs shad have bd Installed Per BCSI sections or Beta as Appty plates to each face V ,[v zz N l d ��� NF the unlessaWtAble.rated of truss and ppits 1 n as shorn above and on the Joint Oetals, unless wted otherwise. si J Refer to drcrings 160A-Z for standartl plate - - A1'1-iiYl/-07 - - positions. ot be responsible for any tlevlatlon from ,svlsbn of ITV Bullding Conpo�InGl'.Onfar"�' - nv=Fof 1TW o-buUd_t_he_t[oANSI/TPI i, or far Fgndling, sNpPing, - +'[I A j 7Z Or �ame':'."tw L brvdng of Cusco . - -- -- tt4s draelnp or savor pogoates acceprrspanseilUty ��� sdNy for theobWty and usructure Is tla respondh►Ity 8per ANSI/TPI 1 Sec2 �d4 cq nl3045 For more information see this notes page and these web sltew EaAn Cily,M063046 Earth ity,M job's general ALPINEi rrralnmeit—mi TPI, reato4,storai SECAs rre.sbclndustry.oral ICG rrrlccsaPecrg .e``(�� '�0/r, Qf#AI pl'dv*", Piggyback cap truss slant nalled to all top chord purlin bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 03 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. Attach purlin bracing to the flat top chord using (2) 16d box nails <0.135'x3.5'). The top chord #3 grade 2x4 scab may be replaced with either of the Following) (1) 3X8 Trulox plate attached with (8) 0.120'xl.375' nails, (4) into cap TC 5 (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'xl.375' naits Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset 8'x8'x7/16' Cnin) APA rated sheathingg ggussets (each face). Attach @ 8' o.c. with (8) 6d common (0.113'x2') nails per gusset, (4) In cap bottom chord and (4) in base truss top chord Gussets may be staggered 4' o.c. front to back faces. 2x4 Vertical Scabs 2x4 SPF 02, full chord depth scabs (each face). Attach @ 8' o,c. with (6) 10d box nails <0,128'x3') Per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c, front to back faces. 28PB Wave Piggyback Plate One 28PB wave piggyback plate to each face @ 8' o.c. Attach {eeth to plgg back at time of fabrlcatlon. Attach to suppor. ling truss with (4) 0.120'x1.375' nulls per face per ply. Piggyback plates may be staggered 4' o.c, front to back faces. 24.0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 This detail Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method is desired, Notes) This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type, Web Member Specified CLR Alternative Relnforecement Size Restraint T- or L- Reinf, Scab Reinf, 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4W 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6(3iE) T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design, 010 Center scab on wide face of web, Apply (1) scab to each face of web, T-Reinforcerlent Or T-Reinf. L-Reinforcerlentl or L-Reinf. Apply to either side of web narrow face. Attach with 10d (0.128'x3.0',min) nails at 6' o,c. Reinforcing member Is a minimum 807 of web member length. T-Reinf, L-Reinf, Scab Reinforcement Apply scab(s) to wide face of web. No more than (i) scab per face. Attach with 10d (0,128'x3,0',min) nails at 6' o,c, Reinforcing member is a minimum 80% of web member length. Scab Reinf. - --I - _ --= .,uwWA+m�FI SRADr>aAVM MALL CMTRACT= uMr. Ui TW DWAU"& Tjl]� Fy'i�,� TC LL PSF REF CLR Subst. DATE 10/01/14 Trusses regWn oxtrene care In fabricating, handling, chlPPb+O, InstnlUng and bracy� Refer io nM �loSL / '. TC DL PSF follow the latest edition of BCSI C&Aano Component safest' Infornatbn, by TPI ontl �BCAI for safety practices prbr. to performing these functions. Installers shalt pr-kie temporary br.clg per BCSL Unless noted otherrlse, tap chord shalt have properly attached structural sheatKng and bottom chord �� Q �,YS� -'✓��. C DL PSF DRWG BRCLBSUB1014 q r� Q 11 (L.JJ� F9 shall have a properly attached ...1 vactla Locations shorn for permanent lateral restraint of aces eT or De as w4essbno Appty prates to each flat. chat) have bracing i- Installed per HCSI L¢Cd on the of truss ord position -Z shorn aeove and to the Joint Details, unless noted otherwise. Refer to dra.tnOs I6UA-Z Par standard plate posttlons. _ !C LL PSF Alpine, a mvlsla, of ITV BuRtling eonponentT erowp 1— LWl not be responsmle far an deviation from .. 'CT. LD, PSF %di fIYJ COMPANY tHs drosMp, any flBurc to bJd the truss In canfornance rlfh ANS[/TPI i, or for handling, shipping, Installn g .Q {1{or Z • .,11 i, Of trusws. A seal on this dr..I g ar cover paggee Ilstlrg this tlrnrhg, lMcates acceptoncr oP proPessiaral respoemhNty salelY For the' design shorn The and use of this drawing(Q far the &Adtg Designer ANSVTPI I Sect �� Ili ��ff WW DUR, FACE 13389 Lakefe nt Drive Earth City,M063049 im., per any Sure Is the respor�Ilty of per For more lnformatlon Lea this Job's general notes page Intl these web sites, ALPWE, rwr,atpinelt—oni TPL rwll.tpNlit.orAi SBCN rrr.whclntluctry.orgl ICO wrNcesnf¢arg 11 , Q �11,Rwo��` 4e. (��f`)At .. AS>\El 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 only for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and species as damaged member. Apply one scab per face. Minimum side member length(s) = (2)(L) + (B) Scab member length (S) must be within the broken panel. Nall into 2x4 members usng two (2) rows at 4' o,c„ rows staggered, Nall 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 detall 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 detall may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie-in loads. s L Typical ~ + o + o o+oo + o +\-"-,—+ o + o + ­--12' ]-- Stagger + = Back Face 10d Box (0.128' x 3', min) Nails, o = Front Face 2x4 Member - Double Row Stagger( 2x6 Member - Triple Row Staggere Nail Spacing Detail i 13389 LakeBonl Drva Earth City, MO 63045 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 r 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 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# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# —VARHINGPi READ AND FOLLOV ALL NOTES ON THIS DRAVBIGI `�• - \Js" rrD1PORTANTo FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. 7rusees requlrr extrrne r In fabrkating, hantlting, cWpPing, Instol0ng and brncYgl. Refer to and�" •l2� Follow the latest etBtion of BCS1 SBuldng nponent Safety Infornatlon, by "p and SECA) for safety l Npprr..V .s prior to perfomlng these function. Installers shall provide tenpo... y bradng per BCS1. No. ess no otherwise, top chord shalt have properly attotl,ed structural sheatll,g and botton door droll have n properly attached rigid ceRing. Locatlons shorn for per�ane. M.-t restraint of web. .hall have brndng Instntled per BCSt-.tlane B3, B7 or BID, s npd,cnble. Apply ptates to each face of truss and posltlon as whom above and on the Joint getolls, uNess not otherwise. �� nr Refer to drawings 160A-Z for standard plate posltbns. Vr �1lComvi=, anyn-nf-ieW=Rrr!t Ab,n the truss th onfornonce w-nntbL-1YSp aD,t�4�1 [Qnd - thls drnrtrp any Failure to buRtl the truss !n confarnance with ANSI/TPI 1, or for hnnot g, sNppVg, � h Asea on this englr�eering rewpnnsQ,Utyty ssooley ar tlu de�sLM sha.n Tthis Th. stitablll�ty n� �� of otNs�drvsbre '',,��i��C (t� O `® 1 For any structure Is the respon blity of the Bultdhg Designer per ANSLnPI 1 SeeZ rfj �V/flpl�` t'q� ALPINE• �� lolrwlt .con M rre.tohct. rogeneral SEM rrr.cbcndustr AroJ IM wwe csites. saFQArg ',,///rl1/flltlti111 tGt111.1.111 and these web Hlnlnun L Balance SPACING 24,0' REF MEMBER REPAIR DATE 10/01/14 DRWG REPCHRD1014 THIS DETAIL APPLIES TO ANY PIT LOADING AND ANY TRUSS WEB COP -STANDARD DOT_T❑M—CHORD -FALSE FRAME- DETAILS SPACING AND 1OPSF MAX. CEILING - - - - ---- -- - -- ------ - -- ---- --- _— __ �InT•cn=nrv,rpTc cuc-�T 4' 0' OC MAX. LENGTH TO TRIM f EXISTING FILLER - SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, - USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS, - USE 43 OR BETTER OR STUD <900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS. - LOCATE VERTICALS AT 4'-0' O.C, MAX., OR SEE NEXT OPTION. - IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR - 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX, PANEL LENGTH). APPLY REQUIRED BRACING (SEE BELOW). - OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX. FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS), xLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' O.C. FOR A SINGLE -PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD (MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER PER THE LATEST VERSION OF ANSI/TPI, f USE THIS DETAIL FOR, ANY SPAN, ANY TOP CHORD JRATION FOR 24' O,C. MAX. D„ WITH THE EXCEPTIONS ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS), :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, 3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL. TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-O'). iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT C❑NDITIONS. BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME L❑CATIONS 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 BLOC - MAY USE A 12' LONG 7/16' PLYWOOD (OR OSB) GUSSET TO EACH FACE AND 8d NAILS (0,113x2,5') 2 3' O.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED, - VERTICALS MAY BE JOINED BY (2> 3x6 TRULOX PLATES WITH <4) 11 GAUGE (0,120'> x1,375' NAILS INT❑ EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS), - IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE J❑INT, ATTACHED WITH <6) IOd BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT <ONE FACE ONLY), -- w>•nPWMTM READ AWM TU ALL ALL �°ts Ix70S DRAVWGI WDG TTW D=ALLCRs. ��1•``'���4- luJyRj�+>,,��d REF BC FILLER Trusses require extreme core In fabricating, handling, shWing, instatuno and bracing. Refer to and �y lv.� (•, � -F' DATE IO/OS /I4 follow the latest edition of SCSI (Building COnponent Safety Infornatbn, y TPI and SBCA) for safety ` ` t] \�• prndices prior to perforWng these functlons. Installers shall provide temporary bracing per BCSL UWeas noted otherwise, top chord shalt have properly attached structural sheathing and botton chordN - DRWG REPBCFIL1014 r shall have a properly attached rtpkl ceNn9• Locations ahom for permanent lateral restraint of sets Q CPO shag have bbracingrad Installed per above malaan the J or Beta ils Uppi nle=bno Apply plates to each fact y of truss and pposition as sham above and an lino Joan Betnss, unless rated atherwtse. Refer to drawhps 160A-Z far standard plate positions. Alpine, division of RV Buldnp Components Group Inc shag not be responsible for any devthtlon fr S AI E OF AN rtWCOMVANY this drawl g, any fall-. to build the truss In conformnce with ANSVTPI 1, or far handwg, shipping, -10 installation 6 bracing of trusses, / A sent on this dro. V or cover page 16-ft *is Ira.kxb Indicates acceptance of professional i i �-t tegln re tYUky solely Par the design sheen The t:t 1W11ty and use of this droeft % Q V R l for atry�strueture� is lets respeeu3�61tY of lino 8�dlrg Brhf1 F.r ANS[/IPl 1 See2.�� 13388 Lakefront Drive r i Earlh City, MO 63045 for more information see this Job's general notes pase and these web sites u wtax.at.a.�,i(, }��•+� ai .tutu ....r, ran coos-tminst.nre, SHfly www.stxMora� tlustrylcd rwwJccsafeora 'ra,,- �i3iAl.. 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 clean 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) naps 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, VARNNC{A. READ ARB FMIMV ALL NOTES THIS BRAVING ..DPatrARr.� FURNISH THIS BRAVING TU ALL I WMCTMS IMMMI+G THE INSTALL= russes require extrene cwe In fabricating, handUng, shipping. InstalUng and brochg. Refer to and �� a ov the latest edition of BCSI ®ull Component Safety Informtlon, by TPI and SDCA) for safety ` Q ctic s prior to pterforning these functions. Installers shell pravltl¢ tempoorroarryy brntlng per BCSL = C .ss Hated otherwise, top hard shalt have properly attached structural sheatWn0 and bottom chord it have a properly ottnched rigid celUnBg.. Locations shown far permanent Isterol restraint of webs It have braeng Installed per Bbol sectlarfs B3, B7 or BID, as appilcable. Apply plates to each face = L truss aM ppacitlon as chows obove and on the Joint Detasc, unless noted otherwise. R er to drarhgs 16OA-Z for stmlard plot. positions. A sec on this'AruWlnp or cover page Usteg this ding, bl Ul.tes occeptance of professional erngMeeryg re y solely for the design shorn Tin¢ sultaW a, use of this drawing ¢ 13339 Laaefronl0rivo for ohY struedre tlhe respor�Mky of the bAWQ Resigner per AttSi/TPI 1 Ser2. Earth City. MO 63045 For more Infornation see tints Job's general notes pogo and these Web sits:' ALPINfi —iniolte.eanr TPI, ....tnYxt"Snai 3RCAi ww.sbcindustrvnra, IM WWWJecsafe.org TOTAL TOP CHORD REF 2X4 SCAB O.H. ��C'EIVS'F T�'-EOCAD EED❑40TO, DATE 10/01/14 No' (DEAD PLUS LIVE) DRWG ❑HSCB2X41014 S ATE OF tom. ^L R\ ` DUR, FAC, 1,15/1.25 „���QNA�tt•`�`��� SPACING 24' `1 i i i EJ w iI IEnd Jack EJ g i 12 (2) 16d TOE NAILS 1 OVARIES � OPTIONAL SCISSORS BOTTOM CORD o i c iv eveled Jack (BJ) � a G, _ _ ! i ma W w (BJ) (2) 16d TOE NAILS iD m CONNECTION DETAIL 8-0-0 MAX. SPAN _a (2) 16d GUN NAILS + m FOR EACH LOCATION I TYPICAL END JACK EJ ( ) SHOWN TOP & BOTTOM N.T.S. 2x4 SYP Nailer 16" Long 6'-0• MAX. Top & Bottom use 16d { �pv Nails 4" O.C. staggered i TYPICAL CORNER SET LAYOUT I N.T.S. I OPTIONAL WEB CONFIGURATION I 12 I VARIES<-_OPnONAL (4) 16d NAILS See Connection Detail 12 © VARIES (4) 16d NAILS I See Connection Detail WEB CONFlCURA110N ' (4) 16d NAILS See Connection Detail 11-3-12 MAX. SPAN 111-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK (CJ) I TYPICAL CORNER JACK (CJ) N.T.S. I N.T.S. i i t TYPICAL CORNER SET INSTALLATION G.E •IVS'- TYPICAL LID ADING P.S.F. nLE: SHINGUM: ,ba�� b°• ••`� ' TOP LIVE LOAD: i 20 20 o % O •ems MANUEL MARTINEZ, P.E. TOP DEAD LOAD: 15 7 80770M DEAD LOAD: 10 10 ':� FLORIDA REGISTERED ENGINEER TOTAL: 45 37 i STRESSIINC. 1.25 1.25 —'fl c LICENSE # PE 47182 WIND DESIGN: MjkX. 160 MPH PER ASCE 7-10 MM. 24. O.C. STATE OF C(/> i a '. o i,�s 0 «*WARNING** Read & Fallow all notes on this drawing. Furnish this drawing to all Contractors including the installers.S/O • R � • %Cj eo �\ L j .l i sd�re�noe®