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i RANEY COMPONENTS aley 19900 Independence Blvd. Groveland, FI 34736 0'7' yoflenl'S, "C one: (352)429-9429 - (352)429-0304 ' Fax: (352)429-7429 Cover Sheet Order # JOB # 36CS00035 Printed: Wed, May 16 2018 Joa lnrormatlon: address: EORName and License Number custo rName: Creekside Lot 35 DR H rton 8649 Cobblestone Dr Descri ion: City,. state, Zip: 4EB6'1828-Cali "C" LL OL Fort Pierce, FL L.cyauuly u►rurruacrv1r. Root L ds., Floor Loads: TC Liv I TC Dead: I BC Live: BC Dead., TC Live: TC Dead: BC Live: BC Dead: 7 0 10 0 0 0 0 Bldg. C ode: Wind std: Wind speed: Bidg-Useage: Building Type: Wind Type: FBC 017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M I' Pages br sheets covered by this seal from: 1 thru 30 Total 30 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO i 5 9 13 17 21 25 29 Al 2 AtA 3 A2 4 A3 A4 6 A5 7 A6 8 A7 A8GL 10 Bi 11 B2 12 B3 B4 14 B5 15 B6 16 B7 88 18 CiGE 19 D1GE 20 1-01 L02 22 ER 23 ERA 24 BJ5 BJ3 26 EJ3L 27 BJ1 28 BAL CJ7 30 CJ3L Digitally signed by Manuel Martinez ON: c=DS, o=ldenTrust ACES Business Representative, ou=M AND E nue • ASSOCIATES P.A., cn=Manuel Martinez, �p.9.2342.19200300.100.1.1=A01098000 • h 6014B-4CFFBFE960000211F tale iQ18, .171132:31-04'00' No 4 r ZAdobe AcroSat DC version: «v •e _ w 2015.006.30418 40 015A FF 51$ 80 BB 7F 48OO 99 2E 85 FB s3a1i11irtM�daberaemla - 'axe-zcatvstRrya�ea�einaart�ez: (FL.i£s.&�,".S%E-tt stet ���sftovma ola^rdiRss3P. ' Ss'L'44f4t5t�i44t9 &bA`ffi. -1—."d eOow�wfwr amwc A—arotowl&wdr ''asd=lad c Lhd:.:.x tneat�a:w�9a ray;:[ am�riicrx a��r�ectrmr:E FILE C(O"-JPv Page 1 of 1 IJob Number: 36CS00035 ', Ply:11 SEQN: 668477 / T10 / COMN 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 11 FROM: AH DRW. Truss Label: Al Wgt 224.0 Ibs / .. 05/16/2018 64"9 T10" 14'4"7 19'10° 25'3"9 31'10" 33'3"7 39'8" 6'4"9 1'5 6'68 5'5"9 5'5"9 6'6"7 1'5" 6'4"9 63(4 =4X6 =3X4 =3X8 =3X4 =4X6 111 X4 SEAT PLATE REQ. 1 39'8" ,6,'A2) I� SEAT PLATE REQ 3 _i_ 2'0"1 5'9"1 + 5'9°1 + 2'0"15 5'9"3 + 6'2"13 I 1 6'2"13 12' 14'0"� 25'7"1 2T8" 33'S"3 39'B" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 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: 3.97 it Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with Bd 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) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Sid: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defi/CSI Criteria PP Deflection in too Udell L/# VERT(LL): 0.187 O 999 240 VERT(TL): 0.479 O 999 180 HORZ(I_Q: 0.078 L - - HORZ(TL): 0.140 L - - Creep Factor. 2.0 Max TC CSI: 0.666 Max BC CSI: 0.600 Max Web CSI: 0.593 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 4001 SAS& EF 5581 BO8B 7F48 0t? 582E85 FB Sills itemhxaiec�selce3a Qs me =JwaWby X42mv MArkbw Pz £&t. i?e.�93k�Et&�:t=i�8:eiicSWt¢a$:eavmatgaSiFA 3 ai�iiffi45i9&2. irtae��.s�i�s�aegi: dex•� �:a�a a�e�etx;xsaasdrs•d �.�tz� �r� asa? 4t-.e.�r:A,iasilvesstitaSas�faa*�sssk�a 'a�r#faveim^s amgrriactsa xuy9us.. ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1654 / 709 / 961 / - / 445 / 8.0 J 1654 1709 1961 /- /- /, B.0 Wind reactions based on MWFRS B Min Brg Width Req = 2.0 J Min Brg Width Req = 2.0 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 F-G 1114 -1906 B - C 1492 - 3056 G - H 1255 - 2429 C - D 1227 -2466 H '- I 1227 -2467 D - E 1254 - 2429 I - J 1493 - 3057 E-F 1114 -1906 J -K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - R 2673 -1193 O - N 12105 - 826 R - Q 2670 -1193 N - M 2671 -1195 Q - P 2670 -1193 M - L 2671 -1195 P - O 2104 - 801 L - J 2674 -1194 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. R-C 276 -5 O-G i.;494 -T7 C-P 418 -596 G-N �464 -164 P - E 464 -164 N - 1 418 - 597 E - O 494 - 776 I - L 276 - 6 F - O 1385 - 751 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating handlin shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI an Q SBCA) to) safPety practices pnor•to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, o e. A .piy plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. Of its drawing,any failure to build the on this drawing or cover pa e te design shown. The suttability rP11 Sec.2. i Job Number: 36CS00035 Ply: 1 I SEQN: 6684791 T13 / COMN 4EBB 18 B-Cali "C" LL OL /DR Horton 14EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW. Truss Label: A1A Wgt: 260.4 Ibs .. / ... 05/1612018 Loading TCLL: TCDL: BCLL: BCDL: Des Ld: Soffit: Load Du Spacing: Lumber Top chor Bot chop Webs 2x Bracing (a) Contii member. web men attached @ 6" oc. Wind Member a N r X 1417 1 226"4 I 28'97; 3 +0 6'D+ 3 "9 1'S 99 1-4 15117 694879 tl12X4 =4X6 =3X4 m&S VX4 9 ZX4 m4X10 SEAT PLATE REQ. 6'2"13 5'9"3 6'2"13 12 2'0"1 5'9"1 14'0"1 19'10' SEAT PLATE REQ. 39'8" 2'10" 4' 6'5"15 66"1 1� 22'8" 26'8" 33'1°15 39'8" riteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in for, Udell U# Loc R / U / Rw / Rh / RL / W 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.244 G 999 240 B 1561 1708 1960 / - 1445 / 8.0 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.669 G 999 180 K 1561 1708 / 959 / - /- / 8.0 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.128 M - - Wind reactions based on MWFRS 37.00 EXP: C HORZ L 0.240 M - - �) B Min Br Width Re 1.8 9 q 10.00 Mean Height: 15.00 ft g Code ! Misc Criteria Creep Factor. 2.0 K Min Brg Width Req = 1.8 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.613 Bearings B & K are a rigid surface. BCDL: 5.0 psf TPI Std: 2014 Max BC CSI: 0.599 Bearings B & K require a seat plate. lion: 1.25 MWFRS Parallel Dist: 0 to h/2 4.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.980 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(§): Wind Duration: 1.60 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 1226 - 2257 1- J 1722 - 3418 2x4 SP #1 D - E 1252 -2218 J - K 1477 -2841 2x4 SP #1 E - F 1112 -1740 K - L 27 0 SP #3 F - G 1509 -2514 us lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) 1x4'T" reinforcement. 80% length of Chords Tens.Comp. Same & SRB or better, Chords Tens. Comp. species grade �t i3 B - U 2497 -1190 1 Bd Box or Gun (0. 11 3"x2.5",min.)nails 1 .. R - Q 20 - 9 , U - T 2494 -1190 • T-S 2494 P - N 2985 -1303 O-M 36 -1190 S - R 1920 - 800 -15 M - K 2477 -1179 ign based on both MWFRS and C&C.No -047M* e� Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. ate. � V U-C 276 -5 Webs Tens. Comp. P-G 195 -122 C-S 416 -608 S - E 463 -160 P-H 601 -1075 H - N 807 -357 00 E - R 494 -720 N - O 114 -4 ,fir F - R 42 - 515 F - P 2273 -1098 N - M 2557 -1218 N - J 527 -162 R-P 1879 -657 M-J 390 -685 P-Q 27 0 SEWL* 40 015A 38 FF 58 81 80 887F 48 00 99 2E 95 Fla TWiItemkmbtmzlearwAa" Aped =6waladfrir>L7-1marthes F. tFL. Lk.0471921 an thedal& thawa ate WAG a SHAi =thmnttaris wde. 2r mder�iise�thisd�ersaraare net cm -Ad and sqmizad zealed ane tftW.�aAx as�hes+tcaEcemsr�mns:.E:tm rcrlf3�i anamp�mctrara< culms. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building foi to these functions. Installers temporary >afety Information, by TPI anr7'SBCA) safety practices prior performing shall provide CSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly I ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, Apply to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to Oates A-Z for standard plate positions. ;ion of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the bracing this drawing rmance with ANSI PI 1, or for handling shipping, installation and of trusses.A seal on or cover page rawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability this "awing for any structure is the responsibility of the Building Designer per ANSIlTPI 1 Sec.2. Job Number: S0035 Ply: 4EBB 1828-Ca6CC oLL OL /DR Horton /4EBB 1828-Cali "C" LL OL I WQt '246.4 Ibs I FROM: AH 475 / T9 /HIPS I DRW./ 05/16/2018 I Truss Label: A2 6'4"8 T10" 12'4"B 19' 20'B° 27'3"7 31'9"7 33'3" 39'8" 6'4°8 1'6" 4'5"15 6'7"8 1'8" 67°7 4'6" 1'6" 6'4"8 5XB=5X6 F G 112X4 =3X4 =3X6 El3X4=3X8 =3X6 m3X4 ®2X4 SEAT PLATE REQ. 39'8" SEAT PLATE REQ. 6'2"12 + 5'10"4 + 1'11+ 5' +1'6"" 5'1"12 +1'10"�1� 6'212 121" 14' 19' 206 25'8" 2T6°t 33'5"4 39'8" Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 It Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member_ Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Pf: NA Ce: NA VERT(LL): 0.156 Q 999 240 ILL: NA Cs: NA VERT(TL): 0.428 Q 999 180 Snow Duration: NA HORZ(LL): 0.068 M - - HORZ(TL): 0.126 M - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.444 TPI Std: 2014 Max BC CSI: 0.536 Rep Factors Used: Yes Max Web CSI: 0.666 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 0 40 01 SA 38 FF 58 81 BO 80 7F 48 00 99 2E 85 FB ➢fists iRsftrrh ab&M eleciccm%cx yslgrtad"V%A sealed by W"al Htarttn.=, PE(n. tit.tTSEW an the&W staaaa ataserc =Iflg a 51tWl tencacaasasaim Pr'r.�dcsgstesrxich�doeeramasc axe a�nacExa3ID�ud sv8xaxl�dseatetl and sarajdcdmr& caPim ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1561 /710 /964 /- /428 /8.0 K 1561 /710 /964 /- /- /8.0 Wind reactions based on MWFRS B Min Big Width Req = 1.8 K Min Brg Width Req = 1.8 Bearings B & K are a rigid surface. Bearings B & K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 G-H 1145 -1814 B - C 1500 - 2823 H -1 1351 - 2344 C - D 1333 -2385 I - J 1332 -2383 D - E 1352 - 2346 J - K 1501 - 2824 E-F 1149 -1820 K-L 27 0 F-G 1101 -1552 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 2458 -1193 P - O 2057 - 950 T - S 2456 -1193 O - N 2057 - 950 S - R 2059 -921 N - M 2456 -1203 R - Q 2059 -921 M - K 245B -1203 Q - P 1547 - 589 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ T - C 216 - 6 P - G 542 - 378 C - S 308 -438 P - H �472 -694 S - E 427 -153 H - N 426 -151 E - Q 474 - 697 N - J 310 - 441 F-Q 537 -311 J-M 217 -9 F-P 317 -296 *"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 and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpeny aid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, r e. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of ,I PI 1; or tor n acceptance any structure its drawing,any failure to build the on this drawing or cover page te design shown. The suitability Job Numb'r: 36CS00035 Ply: 1 SEQN: 668472 / T8 / HIPS 4EBB 182 -Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL City: 1 FROM: AH DRW: Truss Loh 1: A3 Wgt: 252.0 Ibs .. / .. Loading I TCLL: TCDL: BCLL: BCDL: Des Ld: NCBCLL: Soffit: Load Dun Spacing: Lumber Top chord Bot chord Webs 2x4 Wind Member d .00 .00 i 6'4"9 T10"h9 41'54"1"58 + 41T 8" T 31'7 -31363F7 3 T8 28" 4TI 15 694"89 SEAT PLATE REQ. m6X6 Ma4 =3X4 —3X6 =3X4 =&4 m3X4 m3X6 m3X4 M4 05/1612018 SEAT PLATE REQ. 39'8" Ft' 6'2"13 5'10"3 TIV 2'10" 2'10" 3' 5'10"3 6'2"13 1. 6'2"13 12'1" 14' L 3� �J 19'10" 22'8" 25'8" �711� 335"3 398" f 3 f 2 (psf) Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf. NA Ce: NA DefilCSl Criteria PP Deflection in loc Udefi U# VERT(LL): 0.153 R 999 240 ♦ Maximum Reactions (Ibs) LOG R '/ U / Rw / Rh / RL / W B 1561 1712 / 965 / - / 387 / 8.0 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.419 R 999 180 K 1561 1712 1965 1- / - 18.0 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS EXP: C HORZ(TL): 0.125 M - - B Min Brg Width Req = 1.8 Code / Misc Criteria Mean Height: 15.00 ft Creep Factor: 2.0 K Min Brg Width Req = 1.8 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.380 Bearings B & K are a rigid surface. BCDL: 5.0 psf Bearings B & K require a seat plate : 1.25 MWFRS Parallel Dist: 0 to h12 TPI Std: 2014 Max BC CSI: 0.453 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.690 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. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02:1208.15 A - B 27 0 G - H 1268 -1962 SP #1 SP #1 #3 based on both MWFRS and C&C. No. 0471102. ;a STATF_ OF 40 015A38 FF 5B 81 80 3BiF4& 00 992E 85 FB ffItem dvaz&eer is x ad s atadt+J' Manlnec . B - C 1550 - 2829 H - 1 1397 - 2335 C - D 1378 -2374 I - J 1378 -2374 D - E 1397 - 2335 J - K 1550 - 2829 E- F 1268 -1952 K- L 27 0 F - G 1192 -1700 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - U 2465 -1238 Q - P 1690 - 751 U - T 2462 -1239 P - O 2043 -1000 T - S 2043 - 970 O - N 2043 -1000 S - R 2043 - 970 N - M 2462 -1267 R - Q 1690 - 725 M - K 2465 -1267 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. U - C 228 -6 Q - G 238 -200 C - T 323 - 464 G - P 536 -324 T.- E 392 -161 P - H 412 -585 E - R 412 - 585 H - N 392 -161 F - R 536 -324 N - J 324 -464 F - Q 238 -200 J - M 228 -8 €.$:.L.i :47ts2(er fair dae ahow& abem.>se'in8a55i nt. � f!€enCsrs&caf ex�e. nb'edc�pies ddfikdoaar 2 mtczm-lfmd4nrdmdserried �sd tFae:.54a�» �ASsesttacas,�9rr.��[:�rcJfcd.rd�c9actmr4r . s�taf.. J '"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re ire extreme care in fabricating handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen (Safety Information, by TPI anrTSBCA) r sa>Pety practices prior to performing these functions. Installers shall provide temporaryy bracing per BCSi. Unless noted otherwise top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached ri d ceiling Locations shown for permanent lateral restraint of webs shall have bracinpp insTalled per BCSI sections 63, B7 or 610, as a i licab Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to drawings 1 OA-Z for standard plate positions. Alpine, a ch ision of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing� any failure to build the truss in cc onnance with ANSIifPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this iirawing indicates acceptance of pprotesslonaT engineering responsibility solely for the design shown. The suitability and use this drawing for any structure is the responsibility of the Building Designer per ANSIfTPi 1 Sec.2. For more infoNation see this iob's general notes Dacia and these web sites: ALPINE: www.aliiineftw.com: TPI: www.toinst.om: SBCA www.sbcinduslrv.com: [CC, www1crsafe.om i Job Number: 0035 Truss Label:Cali COLL OL /DR Horton AEBB 1828-Cali "CI LL OL I Qty: 1 4.8 Ibs Ply: I I FROM: Af8470 / T7 /HIPS I DRW; 05/16/2018 I '2408" f' 388 397 398 63'481'2'45117S144 A 4100" 25 36{ 3X4 =5X6 M W 6(A2) I112X4 =3X4 =3X6=3X4 Man =3X4=_ X6=3X4 1112X4 SEAT PLATE REQ. �1T 6'2"13 + 5'10"2 6'2"13 12'0"15 39'8" +1'11"1 4.10" 4'10" 1' 114' 1 19'10" 24'8" 25' " 1'11 115J 1 207 SEAT PLATE REQ. S'10"4 6'Z"12 1� 33'S"4 39"8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.158 G 999 240 B 1561 1714 / 962 ! - / 346 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.434 G 999 180 L 1561 1714 / 962 ! - / - 16.0 BCDL: 10,00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.067 N - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.125 N - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 L Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.388 Bearings B & L are a rigid surface. g Load Duration: 1.25 BCDL: 5.0 sf p MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.455 Bearings B & L require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: OA65 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: 17.02.02.1208.16 A - B 27 0 G - H 1334 -1958 Lumber B - C 1577 -2831 H -1 138E -2093 C - D 1411 -2370 I - J 1429 -2331 Top chord 2x4 SP #1 D - E 1430 -2331 J - K 1411 -2370 Bot chord 2x4 SP #1 E - F 1388 -2093 K - L 1576 -2832 Webs 2x4 SP 93 F- G 1334 -1958 L- M 27 0 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - V 2467 -1273 R - Q 1831 - 864 e a ry V - U 2465 -1273 Q - P 2039 -1025 U-T 2039 -996 P-O 2039 -1025 -y T - S 2039 -996 O - N 2465 -1303 S - R 1831 - 835 N - L 2468 -1302 No t Maximum Web Forces Per Ply (Ibs) r � � Webs Tens.Comp. Webs Tens. Comp. V- C 235 - 6 R- H 278 -172 TE OF C - U 327 -473 Q -1 404 - 523 0 U - E 351 -161 H - Q 547 -373 f 0 E - S 404 -522 1-0 351 161 �gajv��.p F - R 278 -47 -172 K - N 235 8 G - R 247 - 290 4001SA38FF558280BB7F4800992E85F8 'r7 titmret .& c.»ele gy/. ned:wdwaiaatryMa" MaftwA �E#�L.isr.�i�iaa{cnMe�%a5esna�vna%aaagrsa as�mnt3taa3a Fm mdtepia Cffd'1sdoaxwm=Patams2dwedI%At mdzc bd .o tfw,E-A•2--thc fa lion wda meat 6evaif.d m mydcaI mnie. Cs VIM "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI an r7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingq installed per BCSI sections 63, B7 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. �2efer 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 drawin any failure to build the truss in conformance with ANSI PI 1, or for handling shippin�, installation and bracing of trusses.A seal on this drawing' or cover page _ . listing this drawing indicates acceptance of professions engineering responsibility solely for.the design shown. The suitability and use of this fi�awing for any structure is the responsibility of the Building Designer per ANSIfrPi 1 Sec.2. r Numbek:36CS00035 Ply: 1 SEQN: 668468 / T6 /HIPS 6 182 . Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty 1 FROM: AH DRW: s Lab : A5 Wgt: 212.8 Ibs 1 ... 05/16/2018 + I F 3'37 39'8""9 13' 19110" 34 676'10" 764 + 27 + 6'd"9 =5X8 =3X4 D E =-5X F 12 6 M 203X4C L3X4 o_ fo � I F- X6(A2) B H-4X6(A2) s3 A I P 1112X4 SEAT PLATE REQ. 1' 6'2°13 5'9"3 6'2"13 12' O N M L K =3X6=3X4 =3X8 =3X4=3X6 39'8" 1' 6'10" 6'10" 1' 13 1910" 26'8" 27' " J 1112X4 SEAT PLATE REQ. 5'9"3 6'2"13 1' 33'5"3 39'8" Loading a�teria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 0.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl LJ# Loc R i U / Rw / Rh / RL / W TCDL: T.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.172 E 999 240 B 1561 / 716 / 953 /- / 305 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA . Cs: NA VERT(TL): 0.471 E 999 180 H 1561 1716 / 953 /- /- / 8.0 BCDL: 11,0.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 J - - Wind reactions based on MWFRS Des EXP: C HORZ TL 0.128 J - - ( ) B Min Br Width Re 1.8 9 q CLLd: NCBCLL: 0.00 A.00 Mean Height: 15.00 ft g Code / Misc Criteria Creep Factor. 2.0 P H Min Brg Width Req = 1.6 Soffit: 00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.446 Bearings B & H are a rigid surface. Load Dura on: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.558 Bearings B & H require a seat plate. Spacing: 2, .0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.564 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 E - F 1502 -2274 B - C 1623 -2836 F - G 1425 -2325 Lumber C - D 1425 -2325 G - H 1623 -2836 Top chord 4 SP #1 D - E 1502 -2274 H -1 27 0 Bot chord x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Member d ign based on both MWFRS and C&C. B - P 2472 -1319 M - L 2006 -1008 P - O 2469 -1319 L - K 2469 -1348 O - N 2469 -1319 K - J 2469 -1348 N - M 2006 -978 J - H 2472 -1348 . ' Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. :. - P-C 244 -4 M-F 370 -243 C - N 377 - 513 F - L 444 -170 D-N 444 -171 L-G 377 -513 4tr i STAT E,'' D-M 370 -243 G-J E-M 300 244 -6 . -381 40 015A 38 FF 50 $E BO B87F4900 99 ZE95 Fit rhu ftginNa3a�vsc ,: c ova o. 3:rWadtry .rAa 9M4ar Ps(nL U!:."7'M(cn shs�yrs at ». Sng aSNA+a scatCka4aicxaye. aei� scT,B�s� dtx:�:�sai�cs mrit ra�x?�"crad :'tgasssasi in�t aaxd tt� I Saan�aEscr3c ra�t:�sdfa��s s�ectme�.. clns: *"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re ire extreme pre in fabricating, handling, shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Componen Safety Information, by TPI anr7'SBCA) tsafety practices prior to performing these functions. Installers shall provide temporarryy bracing perCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 610, as applipb Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to drawings 1 OA-Z for standard plate positions. Alpine, a di !sion of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in co {!ormance w!th ANSI PI 1, or for handling shipping, installation and bracing of tivsses.A seal on this drawing or cover page_ _ listing this pprawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use f this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 36CS00035 Ply: 1 SEQN: 668466 / T5 / HIPS 4EBB 1828-Cali "C" LL OL /DR Horton MEBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW. Truss Label: A6 Wgt: 218.4 Ibs .. / ... 051.1612018 6'4"9 1 11' 1 16'10"2 + 19'10" + 22'9"15 r 28'8" 33'3"7 } 39'8" 6'4"9 4'7"7 5'1D"2 2'11"14 2'11"15 5'10"1 4'7"7 6'4"9 =5X8 1112X4 =5X6 I112X4 m5X8 D E F G H 12 6 M 03X4C IQ3X4 0 rn =4X6(A2)B JQ4 � A S R Q P O N M L 1112X4 m3X4m4X6 m3X8 =3X8 m4X6m3X4 012X4 SEAT PLATE REQ. 39'8" T to io K6(A2) SEAT PLATE REQ. h1' 6'2"13 4'9"3 1' 4'10"2 5'11"13 4'10"1 1' 4'9"3 6'2"13 1I 6'2"13 11' 12 16'10"2 22'9"15 27'8" 28' " 33'5"3 39'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Sid: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: , 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psi Soffit: 2.00 BCDL: 5.0 psi Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 it Loc. from endwall: not in 4.50 it 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 Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# Pf: NA Ce: NA VERT(LL): 0.192 F 999 240 Lu: NA Cs: NA VERT(TL): 0.528 F 999 180 Snow Duration: NA HORZ(LL): 0.070 L - - HORZ(TL): 0.132 L - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.357 TPI Std: 2014 Max BC CSI: 0.484 Rep Factors Used: Yes Max Web CSI: 0.472 FT/RT:20(0)/l0(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 MOM 40 01 5A 338 ff 55 8180 BB 7F48 00 e99 2E 85 FB 3�aislreas3was8aea:�ckt#zuNr�d s�xfo�t�t raaas�t rairiirtea, $ri. t �.e��aa2(cn t�e�asc �l�_ vna atim a,g asata i fused cefinaddL,d mot misa ee dsicmd Md =hil s 6 HWWMZ=A&AkWPMW& enusE$a,roscvf .i tae deceresab:... ems. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1560 / 718 / 940 / - / 264 18.0 J 1660 1718 /940 /- /- 18.0 Wind reactions based on MWFRS B Min Brg Width Req =' 1.8 J Min Brg Width Req = 1.8 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 F- G 1678 - 2602 B - C 1644 -2814 G - H 1678 -2602 C - D 1522 - 2445 H - I 1522 - 2445 D - E 1679 - 2602 1- J 1643 - 2814 E- F 1678 -2602 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2448 -1331 O - N 2134 -1115 S - R ' 2446 -1332 N - M 2134 -1115 R - Q 2134 -1085 M - L 2446 -1361 Q - P 2134 -1085 L - J 2448 -1361 P - O 2625 -1377 Maximum Web Forces Per Ply (Ibs)' Webs Tens.Comp. Webs Tens. Comp. S-C 199 -8 F-O 85 -91 C - R 299 - 377 G - O 244 -283 D - R 370 -176 O - H 645 - 400 D - P 645 - 400 H - M 1 370 -176 E - P 244 - 283 M -1 298 - 377 P-F 85 -91 I-L 199 -10 **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, b TPI ang SBCA) toy safety practices pnor to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly Tid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or B10, e. AppYj plate.' to each face. of truss and position as shown above and on the JOInfDetails, unless noted otherwise. . kifer to 60A-Z for standard plate positions. a division of failure to build the g or cover pa e in. The su" brhty any see Job Numbe t 36CS00035 Ply: 1 SEQN: 668464 / T4 / HIPS 4EBB 1828 Cali "C" LL OL /DR Horton MEBB 1828-Cali "C" LL OL ' ' Qty: 1 FROM: AH DRW: Truss Labe s A7 Wgt 222.6 Ibs / ... 05/16/2018 f 6'4"8 9' _ 14'S"13 19'10" } 25'2"3 30'8" 33'3"8 39-" 6'4"8 27"8 5'5"13 5'4"3 5'4"3 5'S"13 2'7"8 6'4"8 =6X6 =3X4 =5X6 =3X4 =6X6 D E F G H Ik7,4 i - MY fi V 6(A2) n vl T S R Q P O N M L T 192X4 =3X4 =3X6 =3X4 =3X8 =3X4 =3X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" -I 1' 62"12 2'9"4 1 3' 2'2"5 _ 5'7"11 5'7"11 2'2"5 3' 2'9"4 6'2"12 1' 6'2"12 9' 12' + 14'A 19'10" F 25'5"11 + 27'8"� 30'8" 33'S"4 39'8" Loading C ` ria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 000 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U I Rw / Rh / RL I W TCDL: 1.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.246 F 999 240 B 1561 1720 1921 /- /223 18.0 BOLL: 00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.676 F 999 180 J 1561 / 720 / 921 1- /- • / 8.0 BCDL: Q.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.075 L - - Wind reactions based on MWFRS Des Ld: 3 7.00 EXP: C HORZ L (T)� 0.141 L - - B Min B Width Re 1.8 � q = NCBCLL: 0.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 P J Min Brg Width Req = 1.8 Soffit �.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.397 Bearings B & J are a rigid surface. J Load Dural on: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.495 Bearings B & require a seat plate. Spacing: 2 .0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.503 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chards 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 1668 -2806 G - H 2026 -3242 1883 -2976 Lumber � D H Top chord 4 SP #1 D _ JI ; 83 _29976 i66e -2� Bot chord 2x4 SP #1 E - F 2026 -3242 J - K 27 0 Webs 2x4 P #3 Wind Maximum Bot Chord Forces Per Ply (Ibs) Member di sign based on both MWFRS and C&C. Chords Tens.Comp. Chords B - T 2439 -1350 P - O Tens. Comp_ 3009 -1634 �� Q T- S 2438 -1350 O- N 2263 -1217 1A0jS- �w �4 R 2263 -1187 N- M M L 2263 -1217 2438 , §�, M R - Q 2263 -1187 - Q- P 3009 -1624 L- J -1379 2439 -1379 gNo 047102, Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ T-C 160 -12 P-G 306 -172 AT C - S 252 - 270 G - O D S 305 -203 O - H 375 - 515 947 - 568 a - D Q 947 M 252 - -568 -1 -270 .�� Q - E 375 - 515 H - M E-P 306 -172 1-L 306 - 203 160 -14 Fe.41 r F-P 214 -284 40 01 5A 38 FF 55 8180 B57F 48 00 99 2E 85 FB 39ats ltrizstru brrnciszir s tmrd a�sd scaled by lAaouzl MA rttacs, F�. €A•. uc.rcaa9z! em th¢cta,3z shave s6amm tcdng a 5tf�3. xaffi;antixa3�nexfr. ?t9at9d CTtnortfi% omz& tascmot cnx Wiomrad s%gma asf glad and tt^e.:.z axathaniies8rnssl irxaraf8dzmyslcctrmr, alas.. —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS s re uire extreme care in fabricating, handlingA shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nee Safety Information, by TPI an 7 SBCA) f-or safety practices prior to performing these functions. Installers shall provide temporary se I,BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly d rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, icab E. Apply plates to each face. of truss and position as shown above and on the Joint- Details, unless noted otherwise. (2efer to Is 1 OA-Z for standard plate positions. a d vision of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the co formance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page thi drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability ;e ; this yawing for any structure is the responsibility of the Building Designer per ANSI1TPt 1 Sec.2. I I IJob Number: 36CS00035 Ply: 2 I SEQN: 668460 / T20 / HIPS 4EBB 1828-Cali "C" LL OL /DR Horton MEBB 1828=Cali "C" LL OL City: 1 FROM: AH DRW. Truss Label: A8GL Wgt: 242.2 Ibs / .. 05116/2018 1; T 1276 1 1T3"3 on 19' I 22-4"14 2T4"10 i 32'8" 39'8" k 7' 5'3°6 4.11"14 1'8°1 r 2713T 4'11"14 T 5'3"6 + 7' , =6X8 =3X4 012X4=5X6=3X4 1112X4 TC3 12 D E TC2 F G H I J_ = =6 K 6 p m3X�0(C5 C W2 W 3::: X4 (C5) 4XA6(C5 B M=4XN(C5) T S R BC2 Q P O 1112X4 m7X8 =3X8 m3X8 m7X8 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" h1' 7'1"12 1 4 5'3"3 r 5'1"10 + 5'3"3 + 4'10"4 + Ti"12 +1� 7'1"12 20 12' 17'3"3 22'4°13 27'8" 32'64 39'8" Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Ptin PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.267 H 999 240 U 3139 11427 / - / - ! - / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.741 H 930 180 M 3140 / 1428 / - / - / - / 8.0 BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): 0.055 D - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.104 D - - U Min Big Width Req = 1.9 Mean Height: 15.00 ft Code / Misc Criteria Cree Factor: 2.0 M Min Brg Width Req = 1.9 NCBCLL: 0.00 P TCDL: 4.psf Bearings U & M are a rigid surface. Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.255 g g P Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.400 Bearings U & M require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: No Max Web CSI: 0.265 Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 13 -10 H - I 2083 -4660 Lumber B - C 1421 -3130 I - J 2083 -4660 Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: C - D 1396 -3097 J - K 1801 -4022 D - E 1800 -4021 K - L 1396 -3098 Bot chord 2x6 SP #1 :BC2 2x6 SP M-26: Webs 2x4 SP #3 :W2 2x4 SP #1: E - F 2083 -4660 L - M 1422 -3130 :Lt Slider 2x4 SP #3: BLOCK LENGTH = 1.712' F - G 2083 -4660 M - N 13 -10 :Rt Slider 2x4 SP 93: BLOCK LENGTH = 1.712' G - H 2O83 -4660 Nailnote Maximum Bot Chord Forces Per Ply (Ibs) Nail Schedule:0.126"x3", min. nails Chords Tens.Comp. Chords Tens. Comp_ To Chord: 1 Row BotChord: 1 Row @12.00" o.c. B - T 2752 -1233 Q - P 4086 -1838 Webs : 1 Row @ 4" o.c. T - S 2765 -1236 P - O 2766 -1236 Use equal spacing between rows and stagger nails S - R 4085 -1838 O - M 2753 -1234 in each row to avoid splitting. v R - Q 4713 -2121 No Loading wp #1 hip supports 7-0-0 jacks with no webs. �' Maximum Web Forces Per Ply (Ibs) ww ,� +� Webs Tens.Comp. Webs Tens. Comp. Wind D-T 312 -62 H-Q 1 63 -88 Wind loads and reactions based on MWFRS. MSTAT OF D - S 1522 -684 I - Q 175 212 S - E 446 - 755 Q - J 694 - 296 E - R 695 - 296 J - P .446 - 755 0-* F - R 175 -212 P - K 1522 -683 R - H 63 -88 O - K 313 -62 40 01 5A 39 FF 56 81BO 88 7F 48 00 99 2E 85 FB 71akt Itakzctr�s ffi�ere ekiYre�(�nnda":3 salad 4y iAa�raae-0 Marts BM. ttc.947021 anbedaft shaarn abaw whig a SHA4 a�fEri�til"69 '&. e'%tad capia cdbfds dozamoa m not eauld=d%knad=d=bd and tl'G.ci+io l z,4h R `Gf.Uon, mde rawt F.0. Yflf$w.d cn=v dcctr4dm cn&las.. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS a division of inqq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 317fPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page rs acceptance of professional engineering responsibility solely_for the design shown. The suitability any ral nc l A Job Numbej 36 11LO035 Ply: 1 SEQN: 6684811 T1 / COMN 4EBB 1828-Cali "C" LL OL /DR Horton 14E86 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: TrussLabel� B1 Wgt 240.81bs / ... 05/16/2018 v m Loading i TCLL: TCDL: BOLL: BCDL: Des Ld: NCBCLL: Soffit: Load Dun Spacing: 6'4"8 T10" 12'4°9 18'0"1 217"15 YT3"7 31'9°7 33'3 39'8" r 6-4"8 +1'6"7 4'6' + 5'7°6 + 37"14 + 57°8 + " 1'6" 6'4"8 1X6 F_.— G 12 6 R Q 012X4 =5X6 SEAT PLATE REQ. '43X4 a P O N M m3X8 m3X4 m5X6 =4 Km4X6(A2) 1 SEAT PLATE REQ. 39'8° It I 59"4 F '2"12 1°2 594 762 62'0"1 � h1'+ -� 113 + 12°2 3 17""15 7'8° 35°4 3, teria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) .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 / 711 / 965 / - / 408 / 8.0 00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.155 O 999 240 00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.427 O 999 180 K 1561 / 711 / 965 / - /- / 8.0 .00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS EXP: C HORZ(TL): 0.125 M - - B Min Brg Width Req = 1.8 Code / Misc Criteria .00 00 Mean Height: 15.00 it Creep Factor. 2.0 K Min Brg Width Req = 1.8 00 TCDL: 4.psf Bldg Code: FBC 2017 RES Max TC CSI: 0.400 Bearings B & K are a rigid surface. n: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: D to h/2 TPI Sid: 2014 Max BC CSI: 0.479 Bearings B & K require a seat plate. 0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.565 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 it FT/RT:20(0)!10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(sf VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1217 -1885 Wind Duration: 1.60 WAVE Lumber �I B - C 1534 -2827 H - I 1382 -2339 C - D 1363 -2378 I - J 1364 -2378 Top chord 2x4 SP #1 D - E 1382 -2339 J - K 1534 -2826 Bot chord 2x4 SP #1 E - F 1212 -1877 K - L 27 0 Webs 2x4 #3 F-G 1159-1618 Bracing (a) Continu us lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. 01 1x4 "T' reinforcement. 80% length of Same & SRB better,i))A Chords Tens.Comp. Chords Tens. Comp. web memb r. species grade or *' B - R 2462 -1224 O - N 2050 - 986 attached wi 8d Box or Gun (0.113"x2.5",min.)nails @6"oc.��v,r R-Q 2459-1224 N-M K 2459 -1245 Wind av �' Q - P P-O 2050 -956 1615 -685 M - 2462 -1245 Member de. ipn based on both MWFRS and C&C. vm ]r a Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ R - C 224 - 6 G - O 560 - 327 STATEF C - Q Q - E E P 316 - 454 409 -155 445 O - H H - N N J 445 409 315 - 643 -156 V. - -643 - -453 F - P P-G 558 -357 250 -243 J - M 224 -8 4001S FF5BS1Bfi13B7F4500992ES5FB Yr�L itankxs;necnckrtamnadzads�aladby iAxsuxaiA9artiaca T E (M, Uc.047101 "the char .'ab= Wng a Sti"Gi =thandmwnrada. led cm sa thk doer ,tare not cr &i=ad sotd=a :salad arxdthe .3r 2wffia kmli sr4demwktavmifbdrmaafdc tank- cr�iax. —WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req ire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an c7 SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per ggCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 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 for standard plate positions. Alpine, a diJision 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 oftrusses.A seal on this drawing or cover page. listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitablltty and use ofj this drawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 UEZ Job Number: 36CS00035 Ply: 1 SEQN: 668483 / T15 / COMN 4EBB 1828-Cali "C" LL OL /DR Horton AEBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW. Truss Label: B2 Wgt: 232.4 Ibs ! ... 05/16/2018 6'4"8 T10" 12'4"8 16'0"l 23'7"15 273"8 31'9"7 33'3" 39'8" 6'4"8 1'6" 4'6" 3'7"8 T7"14 37"8 4'5"15 1'6" 94"8 =4X5 :5X6 05XB F G i6o m5X6 =3X8 m3X4 se&6 00(4 SEAT PLATE REQ. 1' 6'2"12 5'9"4 r 6'2"12 112 39'8" 4'113 7'6"2 4'0"1 16'1°13 237"15 2T8" SEAT PLATE REQ. 5'9"4 6'2"12 1' 3354 398" 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 Udeft U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.155 0 999 240 B 1561 / 713 /964 / - / 367 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.424 O 999 180 K 1561 / 713 1964 / - /- 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 - - R )� B Min B Width Re 1.8 � q = NCBCLL: 10.00 Mean Height: 15.00 It Code / Misc Criteria CreepFactor. 2.0 K Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.541 Bearings B & K are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.496 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.507 Lac. 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 D G - H 1325 -2027 Lumber B - C 1562 -2833 H -1 1411 -2328 C - D 1393 -2367 I - J 1393 -2368 Top chord 2x4 SP #1 D - E 1412 -2328 J - K 1563 -2833 Bot chord 2x4 SP #1 E - F 1319 -2018 K - L 27 0 Webs 2x4 SP #3 F - G 1248 -1782 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. s° B - R 2469 -1257 O - N 2035 -1010 # R-Q 2467 -1257 N-M Q P 2035 M - K 2467 -1286 2469 -1286 #« `� - -980 P - O 1780 - 819 m No 0471 02 Maximum Web Forces Per Ply (Ibs) a Webs Tens.Comp. Webs Tens. Comp. a ' R - C 238 - 6 G - O 560 - 321 # C - Q 331 -479 O - H Q E 340 H N 373 -499 338 # - -164 - E P 373 500 N - J -164 332 -479 - - a: # *'1, a ._ F - P 559 - 303 J - M P - G 229 -225 238 - 8 4001SA3E8.FF5B81BOBS 7F 48:00992E85FB itui�Ru&sscasaMz�'+tvd`:ar.�:�x1ad�&dars+a�9 t.4srt ?ff €FL. LCr.IF$2jafi ilia da8em5u7r+Ik aGavm ar.�g a 5x�•8 Prbtrdxptbascrrshintitr —vatmavotcrwli-od =bd ar,d the e:�3 `, asrthent�rtimasr�e mar � o�rrft4wt.� smydectrmd:� tat.. —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,•byTPI anr7,'SBCA) fo'r,sa. ty practices,pr!or to performing these functions. Installers shall provide temporary id ceilingg. Locations shown fof permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 'or B10; e_ AoDIv Dlates to each face of truss and position as shown above and on the Joint- Details,, unless noted otherwise. (2efer to a division of TPi 1; ortor h acceptance any structure failure to build the g or cover page m. The suitability ALPINE: Job Numbed: 36CS00035 Ply: 1 SEQN: 668485 / T251 COMN 4EBB 1828� Kali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Labe' B3 Wgt: 218.4 Ibs ! ... 05/16/2018 6'4"7 7'10"9 140"1 19'10" _ 25'7"15 31'9"7 33'3"9 39'8" 6'4"7 �1'6" 61"8 + 5'9"15 5'915 + 6'1"8 16"{ 64"7 i 1112X4 =5X8 102X4 s4X6 =3X4 = X8 =3X4 =3X6 111:5<4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1 1' 6'2"11 5'9°5 2'0"1 5'9"15 5'9"15 2'0"1 5'9"5 6'2"11 1' 6'2"11 12' 14'0" 19'10" 25'7"15 27'8° 33'S"5 39'8" Loading Ipteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) DeFlICSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.164 F 999 240 B 1561 / 715 / 958 / - / 326 / 8.0 BCLL: p.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.451 F 999 180 J 1561 1715 1958 I - / - / 8.0 BCDL: 0.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS Des Ld: 7.00 EXP: C HOf2Z(TL): 0.130 L - - B Min 8rg Width Req = 1.8 NCBCLL: 0.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor: 2.0 J Min Br Width Re 1.8 9 q = Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.592 Bearings B & J are a rigid surface. 9 g Load Duraltion: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.603 Bearings B & J require a seat plate. Spacing: a.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.354 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s)' Wind Duration:1.60 WAVE VIEW Ver:17.02.02.1206.15 A-B 27 0 F-G B - C 1617 -2856 G - H 1404 -2093 1376 -2223 Lumber C - D 1350 -2262 H - 1 1350 -2262 Top chord 2x4 SP #1 D - E 1376 -2223 I - J 1616 -2856 Bot chord x4 SP #1 E - F 1404 -2093 J - K 27 0 Webs 2x4 8P #3 Bracing , i Maximum Bot Chord Forces Per Ply (Ibs) (a) Contin ous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. web mem 'er. r 1x4 "T" reinforcement. 80% length off Same species & SRB grade or better, g - R 2494 -1317 O - N 1937 952 attached ith 6" Bd Box or Gun (0.113"x2.5",min J , R - Q 2491 -1317 N - M Q - P 2491 -1317 M - L 2491 -1346nailst� 2491 -1346 @ oc. t� - v P - O 1937 - 922 L - J 2494 -1346 Wind 4y. Member sign based on both MWFRS and C&C.� Maximum Web Forces Per Ply (Ibs) _ Webs Tens.Comp. Webs Tens. Comp. aft R - C 273 - 5 O - G 286 -177 C - P 427 - 600 G - N 464 -172 STATE Of E - P 464 -172 N - 1 E-O 286 1-L 427 - 600 273 zc, . _ 0,14 -177 F - O 221 - 283 -4 40 01 SA38 FF 5B 81,B0 815 7F 48 00 99 2E 85 FB Zaft itetsi9rasivcttt akctcrayedsealadi�y rAasvc9 Martfnsa, t`f (aL. tLc.6d7FH21 asi tiie skRa shawrn ofxas�.u•�n� a 53ib•3 atitl4¢FiYai7Y(¢!A S�IL4. and the--AA,2 as. ¢ntaas s¢aitt melt B+av�M d ma yrd=tmrk to vim **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IT*° FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nation, by TPI an r7 SBCA) foi safety practices prior to performing these functions. Installers shall provide temporary s noted o herwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propper y tcations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections 63, 67 or B10, ttes to each face of truss and posI = as shown above and on the Join Details, unless noted otherwise. (Zefer to a vision of ITW 8uildinjComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the co forman- with ANSII 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . thi' drawing indicatescceptance of pro essiona engineering responsibility solely for the design shown. The suitability e of this yawing fory s ructure Is a responsibility of the Building Designer per ANSI/TP11 Sec.2. IJob Number: 36CS00035 I Ply: 1 I SEQN: 6684404 T23 / COMN 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW. Truss Label: B4 Wgt 207.2 Ibs / .. 05/161201B T M `_v m =4X61 6'4"9 12'0"1 19,10" 27'7"15 33'37 6'4"9 5 r 7'9"15 79"15 57"8 Em5X8 1112X4 1112X4 =5X6 =3X8 -5X6 012X4 39'8" 6'4"9 SEAT PLATE REQ. SEAT PLATE REQ. 39'6" 1' 6'2"13 5'9°3 7'10" 7'10" 5'9"3 6'2"13 1' 6'213 12 r 19'10" + 2T8° + 33'5"3 + 39'8" Loading Criteria (psf) 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 loc Udefl U# Loc R / U / Rw / Rh / RL 1 W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.183 E 999 240 B 1560 1717 / 947 / - / 285 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.502 E 999 180 H 1560 1717 / 947 I - /- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.068 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.126 J - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.617 Bearings B & H are a rigid surface. 9 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.629 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.580 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. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 E - F 1616 -2483 Lumber B - C 1631 -2819 F - G 1475 -2391 C - D 1476 -2391 G - H 1631 -2819 Top chord 2x4 SP #1 D - E 1616 -2483 H - I 27 D Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp_ Chords Tens. Comp. Member design based on both MWFRS and C&C. B - N 2454 -1322 L - K 2079 -1066 N - M 2452 -1323 K - J 2452 -1352 MA M - L ` 2079 -1036 J - H 2454 -1352 e� .+ Maximum Web Forces Per Ply (Ibs)' f. . ilol Webs Tens.Comp, Webs Tens. Comp. N-C 212 -6 L-F 509 321 �. Ne wo C - M 328 -427 F - K 431 -168 D - M 431 -168 K - G 328 - 427 D-L 509 -321 G-J '212 -8 E L 3sa 462 STATE 40 015A38 FF 5091BO 65 7F48 00 99 2E:85 F6 Ti,u ltemluzbasn ale *nod :w9 fad by v4sn,otemoncs, 8E(A. Uc.94MIll on the G?lotsho n aban te',fag a SKF.1 - endca14ascude. Mated copkmafft ein^-rez�,Ano mot cxxsad&=d teq edznil.salad az,Ew.;vyeoamnk r 18L "WARNING"" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI anSBCA) sa ety practices prior to performing these functions. Installers shall provide temporaryry bracing per BCSI. Unless noted dtherwise,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 83, B7 or 8810, as applicable. Apply plates to each face of truss and position as shown above and on the Joint"Details, unless noted otherwise. {2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIrTPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing, indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more information see this" Us cierveral notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. insta ; SBCA www.sbcindu .cam' ICC: www.iocsafe.or Job Number: i36CS00035 Ply:,1 SEQN: 668488 / T26 / HIPS 4EBB 1826-Cali "C" LL OL /DR Horton MEBB 1828-Cali "C" LL OL (2ty: 1 FROM: AH DRW: Truss Labe1:IB5 Wgt: 215.6 Ibs / ... 05/16/2018 6'4"8 10'0°1 16'9" 23'0"12 29'7"15 33'3"8 39'8" 6'4"8 37"8 6'8"15 6'3"11 6'7"3 3'7"8 6'4"6 55X8 =3X4 =5X6 Z-5X8 D E F G T;611-1T_ m g3X4C H �3X4 �n m4 16(A2) B lm4X6(A2) J 3M A 1 P O N M L K 1112X4 =5X6 =5X6 =3X8 =5X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 397 1' 6'2"12 T?o + 6'5'7 6'7"3 + V 3 L t• 39"4 1 6'2"12 i 1 6'2"12 10'0"1 16'5"8 23'0"12 29'7"15 33'5"4 397 Loading Cr♦ Ieria (psri Wind Criteria Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20h00 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: 7F00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.212 F 999 240 B 1561 1719 / 931 f - / 244 18.0 BCLL: 0r00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.581 F 999 180 1 1561 1719 / 931 / - / - / 8.0 BCDL: 10�I.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.072 K - - Wind reactions based on MWFRS EXP: C HORZ L 0.135 K - - B Min Br Width Re 1.8 Des Ld: 3 .00 (T )� 9 q = Mean Height: 15.00 it Code / Misc Criteria Creep Factor: 2.0 I Min Brg Width Req = 1.8 NCBCLL: 1 .00 P TCDL: 4.2 psf Bearings B & I are a rigid surface. Soffit: 2.00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.473 P TPI Sid: 2014 Max BC CSI: 0.572 Bearings B & I require a seat plate. Load Durati n: 1.25 MWFRS Parallel Dist: D to h/2 Spacing: 24 3 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.629 Loc. from endwall: not in 4.50 it FTIRT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s):: Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1821 -2863 Lumber B - C 1655 -2806 G - H 1574 -2511 Top chord 4 SP #1 C - D 1574 -2511 H -I 1654 -2806 P D-E 1813 -2848 I-J 27 0 Bot chord 4 SP #1 Webs 2x4 #3 E - F 1821 -2863 Wind Maximum Bot Chord Forces Per Ply (Ibs) Member de lign based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp. B - P 2439 -1339 M - L 2207 -1171 P - O 2437 -1339 L - K 2437 -1369 e► O - N 2208 -1142 K - 1 2439 -1368 a EX N - M 2869 -1531 Maximum Web Forces Per Ply (Ibs) 0471$2 Webs Tens.Comp. Webs Tens. Comp. P-C 170 -10 F-M 297 -362 C - O 261 - 304 M - G 825 - 500 ' D - O 356 -179 G - L 358 -180 ;° � D - N 813 -491 L - H 251 - 304 io 0 1 , N - E 303 - 369 H - K 169 -11 E-M 103 -99 4b 015A38 FF 5B 81 SO BB 7F48 00 99 2E E5 FB Uhlterntzi emekaYs ak4l%sipadaad%aafcdbyWrAxlMarttocs, ?E. €Ei.. 1tt.047101 on iedazestarwa aCnsau ga SN1G2 aa.#ien+3:aa�:aa azdtt. e'"t�m3er�iazu9'cfs[sd *manna erxx$�easd st�na:^5'aflri zsafask anb thea:ie�: avkhen�a42rxsca6e nszs! 6c vrlifzs! rnstrEcl�haak fe}yiax. **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 Componenfj Safety, Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicabg[e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a di -ion of ITW Buildinpp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in con . rmance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing this,drawingg indicates acceptance of professional engmeer!ng responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 36CS00035 Ply: 1 SEQN: 6684911 T24 / SPEC 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: B6 Wgt: 208.6 Ibs / ... 05/16/2018 8'0"1 TPT 12 6 � fo m U) d V 1-3X6(A1) B 3:3 A 14'4"14 6'4"13 18'0"1 20'4"8 26'4"1 29' 33'3"7 39'8" 373 { 24"7 5'11"9 } 2'7"15} 4'3"7 + 6'4"9 m4X4 m3X6 Ck—.— D E F G S R T —Q � ' P =3X6 =4X6 =4X1D 1 e13X4 O N M L =3X6=3X8 SEAT PLATE REQ. SEAT PLATE REQ. 13'4" 68" 298" 8'1"13 3'10"3 2.1"6 6'3"2 5'9"13 1'5"11 4'5"3 6'213 1� 8'113 12' 14'1" 20'4"8 28'2"5 27'8� 33'5"3 39'8" 29' Loading Criteria (pst) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (ibs), or'=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.055 O 999 240 B 519 1207 1349 / - / 257 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.162 O 999 180 T" 320 / 144 / 158 / - / - 168.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.017 S - - J 887 / 414 / 593 / - / - / 8.0 Des Ld: 37.00 EXP: CMean HORZ(TL): 0.032 S - - Wind reactions based on MWFRS NCBCLL: 10.00 Height: 15.00 ft Code 1 Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0sf p Bldg Code: FBC 2D17 RES Max TC CSI: 0.622 T Min B Width Re q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0A36 J Min Brg Width Req = 1.5 Bearings B, T, & J are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.874 Bearings B & J require a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Camp. Lumber Top chord 2x4 SP #1 A - B 27 0 F - G 1 435 -453 Bot chord 2x4 SP #1 B - C 165 -459 G - H 748 -957 Webs 2x4 SP #3 C - D 610 -233 H - 1 727 -982 D - E 435 -452 I - J 861 -1382 Plating Notes E - F 435 -462 J - K 27 0 All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. 40 01 SA38.FF 50 8YBti 813 7;F49 00 99 2E85 FB ThU Item Las bean wds Icdby BAaceass3 Writw, PE( FL. Itc.t4rt92f anfhedata shown above wAga SKVI aa.'8sen�a�easrsJr. tmd er &azrdtl tdrara=AzW 00tn ad sknadand *.naiad and lh& vml athefcafi=ceade m-1be aan$'1o4,m my detrmrak. cmins. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-S 331 -236 O-N 10.5E -581 S - R 340 -236 N - M 11058 -581 R - Q 340 -236 M - L 1171 - 664 Q - P 801 -1100 L - J 1174 - 664 P - O 1063 - 582 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-S 330 -60 O-G 210 -21 C - Q 514 - 864 G - M 396 - 432 Q - D 1721 -1049 H - M 663 -497 D - P 1201 -706 M -1 326 -435 F - P 270 - 351 I - L 230 -12 P - G 482 - 738 "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 fabricating handlin shi ping, installing and bracing. Refer to and fallow the latest edition of BCSI (Building Componeng Safety Information, byy TPI anr7'SBCA) toi satPety practices prior to performing these functions. Installers shall provide temposrrYy bracing per BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, as, s applicable. Appfy plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping!t, installatidn and bracing of trusses.A seal on this drawing or cover pa e_ listing this drawing indicates acceptance of protessionai engineering responsibility solely for the design shown. The suitability and use of this 9�awing for any structure is the responsibility of the Building Designer per ANSI1TP11 3ec.2. For more information see this iob's general notes Daae and these web sites: ALPINE: www.alDineitw.com: TPI: www.toinst.om: SBCA: www.sbcindusW.com: [CC: www.itxsafe.ora l J Job Numbe 36CS00035 P1 SEQN: 6684931 T11 / SPEC 4EBB 1828 Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 �FROM:Afl DRW. 11 Truss Label:] B7 [W�yg: t 208.6 Ibs / _.. 05/1612018 T _7'11i15 137"1 + 1T11"15 6'1 "11 24'4"1 + 29' + 33'3"8 39'8" T 1" 5 57"2 LA"4 0"12 5'S"6 4'A5 4'3"B 6'48 I'=5X6 T --5X10(SRS) 12 C MV4 =3X6112X4 T 6 p -5X6 D E F G m5 H >j'43X4 PTE II =3X6(A1)B 1 A �� T�� Loading I TCLL: TCDL: BCLL: BCDL: Des Ld: NCBCLL: Soffit: Load Dun Spacing: Lumber Top chord Bot chord Webs 2x4 Wind Member d 11 m L6(A1) ry 1-1 U T S RI_ I .1 1Q P O N M I 1 =3X4112X4 =3X6 m3X4 =4X10 112X4 m3X6m3X8 112X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. ITS" S. 21' T1"12 11" 1 312'"5 193'39 18'10 11 24'2 5 + 3278" �I r 33'S 4 + 39'8? 1� H14 iteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) ).00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R 1 U / Rw / Rh / RL / W .00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): -0.036 N 999 240 B 577 1260 / 376 /- / 277 18.0 .00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.095 N 999 180 R 484 1166 / 261 / 0 / 0 / 8.0 ).00 Risk Category: It Snow Duration: NA HORZ(LL): 0.015 M - - V 1411 / 662 / 663 1- I - / 8.0 r.00 EXP: C HORZ(TL): 0.02E M K 760 1342 1521 / - / - / 8.0 ).00 Mean Height: 15.00 It Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.576 B Min Br Width Re 1.5 _00 m: 1.25 BCDL: 6.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.362 R Min Brg Width Req = 1.5 V Min Brg Width Req = 1.5 .0" C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.962 K Min Brg Width Req = 1 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: Bearings B, R, V, & K are a rigid surface. rigBearings GCpi: 0.18 Plate Type(s): B, R, V, & K require a seat plate. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Maximum Top Chord Forces Per Ply (Ibs) x4 SP #1 Chords Tens.Comp. Chords Tens. Comp_ ASP#1 P #3 A-B 27 0 G-H 653 -565 B - C 665 - 684 H - I 9D0 - 711 C - D 700 - 583 I - J 902 - 713 iign based on both MWFRS and C&C. D - E 161 -53 J - K 1129 -1109 E- F 653 - 664 K- L 27 0 F-G 653 -564 Maximum Forcesr Ply Chords Tens.Comp. ss Ts.0 mpChordsTen. Comp. 00 2 B - U U-T 545 -457 569 Q - P P-O 604 600 -494 -423 -495 T - S 569 -420 O - N 600 -495 e S- R 569 -420 N- M 928 -858 R - Q 409 - 352 M - K 931 - 858 v STATEoF Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C-U U - D 237 -153 203 -125 Q-H P - H 1486 -1362 202 -2 y O D-T 83 -16 H-N 127 -22 #flitt ( D - R 667 - 653 N - J 524 -430 R - E 202 -76 I -N 354 -352 40015A38FF5B81�UB87F4900992E&5Fla E-Q 690 -674 J-M 223 -32 ri ft Wid=ledby MzaAW M.iklw' G-Q 286 -331 _£ (eL. Lrs.�+STi92j � G'iccate sf�oa�a atms*n u^.�ng s SSM»3 aa."ihcAtlra3exiSrrafe. tad sg3€rs�rcf�`s efsxr.rcx are e��ccesd:aaad dgsaai�d ,aak�d zn@ ti��=� autfienraastcasca9a rn+�E &a rarlf:ed ras saydr»trar� tmrJas. "'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 fabricating handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compone Safety Information, by TPI ang'SBCA) or safety practices prior to performing these functions. Installers shall provide temporaryy bracing pear BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propefiy attachetl redid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicab e. Apply plates to each face of truss and position as shown above and on the Joint -Details, unless noted otherwise. (2efer to drawings 1 16OA-Z for standard plate positions. Alpine, a d vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in co formance with ANSIg Pl 1, or for handlia shipping, installation and bracing of trvsses.A seal on this drawing or cover page_ listing this`�drawing indicates acceptance of pro essioni engineering responsibility solely for the design shown. The suitability and use Of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 36CS00035 Ply: 1 SEQN: 668495 / T14 / GABL 4EBB 1828-Cali "C" LL OL /DR Horton AEBB 1828-Cali "C" LL OL Qty: 1 FROM: AH I DRW: Truss Label: B8 W91 217.0 Ibs Page 1 of 2 .. / ... 05/16/2018 11„15� 13'9"12 + 18'8" 22'4"1 + 24'8"'+ 29' T 33'f8 T 7' 2'11"15 3'913 4'10"4 381 2'4"7 4'3"8 4'3"8 TT m TM N11 13'4" �- 2' ±4 T l =3X4 -3X6 n3x4 `47,1u -3X4 U&ER 8 SEAT PLATE REQ. SEAT PLATE REQ SEAT PLATE REQ. SEAT PLATE REQ. 13W 5' 21' F1' T1"12 2't1"15 3-2"5 f' 5'1"12 3'6"5 I 22"11� 47" + 45"4 T1"12 10'1"11 13'4" 4 1818" 22'2"5 24'S" 29 33'5"4 398" 16"4 Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: it EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. ('")1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Dell/CSI Criteria PP Deflection in loc Udell U# VERT(LL): -0.038 Q 999 240 ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL ' / W B 528 / 240 1340 /- / 317 / 8.0 VERT(TL): 0.098 Q 999 180 W 727 1272 1339 1- / - / 8.0 HORZ(LL): 0.013 P - - U 1230 1555 1594 I - l- / 8.0 HORZ(TL): 0.025 P N 788 / 359 1527 / - / - 18.0 Creep Factor. 2.0 Wind reactions based on MWFRS Max TC CSI: 0.556 B Min Brg Width Req = 1.5 Max BC CSI: 0.328 W Min Brg Width Req = 1.5 Max Web CSI: 0.471 U Min Brg Width Req = 1.5 N Min Brg Width Req = 1.5 Mfg Specified Camber: Bearings B, W, U, & N are a rigid surface. Bearings B, W, U, & N require a seat plate. VIEW Ver: 17.02.02.1208.15 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 H- I 1705 - 698 B - C 650 - 571 1-1 705 - 699 C - D 703 -515 J - K 973 -824 D - E 401 - 302 K - L 959 - 763 E - F 397 - 298 L - M 925 - 771 F - G 705 - 699 M - N 1158 -1167 G- H 705 - 699 N- O 27 0 EN Maximum Bot Chord Forces Per Ply (Ibs) s s_. Chords Tens.Comp. Chords ,Tens. Camp. No 7 B- Z 444 -397 U- T 1 538 -457 Z - Y 383 - 319 T - S 537 -460 Y - X 383 - 315 S - R 728 - 666 X - W 383 - 315 R - Q 728 -666 STATE * W - V 470 - 388 Q - P 980 - 885 .'Of V - U 470 -388 P - N 983 -885 40 015A38 FF 50 81 B0 815 7F48 00 99 2E 95 Fla Till Iton h= tm CW I,4a'lyMped'.wdIzWadby FAW"I Wrttnw, F.(r1.. Lk.047£921 on the dateahawn ahem trAga SnA 2z1hentk=.anccd*� 'rMlvd ss )exrartf&dwLmx=*ire slat =16&md;idnad—=d=ied and €t¢c,=,i+"A,z asr�ent�af-:c�seadc snot Qa rosrN�an aeysdectmrak =VIAL Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs !Tens. Comp. C - Z 192 - 71 I - U 243 - 264 Z - D 228 -98 U - J 1518 -1399 D-Y 100 -7 T-J 88 -1 D -AA 912 - 804 J - S 283 -283 AA- W 939 - 829 S - K 1207 -113 W-F 100 -169 K-Q 268 -116 F -AB 431 -411 Q - M 539 -428 AC -AD 433 -419 L-Q 408 -476 AD- U 435 -420 M - P 221 -31 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! `*IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety. Information, ba�rr TPI anc7'SBCA) fsafety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, as applicable. Apply plates to each face of truss and position as shown above and on the Joini Details, unless noted otherwise. (Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingp Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for dhandling, 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 rawing for any structure is the responsibility of the Building Designer per ANSI/l'PI 1 Sec.2. IJob Numbe": 36CS00035 Ply: 1 I SEQN: 668495 / T14 / GABL I 4EBB 1828 Kali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL ;Qty: 1 FROM: AH DRW: Truss Labe : B8 Wgt: 217.0 Ibs Page 2 of 2 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. AA- E 67 -76 V -AC 86 -27 AB- G 77 -49 AD- H 18 -22 No 04V82 *e -eSTATE ' 40 01 SASE FF 58 81 BO 067E 48 00 99 2E95 FO :1dat; ltatt�8xzan elaraccax�y a3�;xtcdand .�aladBty vAaxux9 tss3artkncz, a,E(m. ticJ44=1 no thodaleshawaabam wing ax^Nser,�sia. ?ss.ted c+ atat siitxxurea<nt mo not csmxdc'€xad lknaa3'=d sealed aaad tFe s£✓:ax>3 at eat aaie sofa must bovrAlbi mwFdcdmrA,- �1»x, **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 fabricating handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen��Safety Information, by TPI anr7'SBCA) r sa>Pety practices prior to performing these functions. Installers shall provide temporary) bracing a CSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y attache�ri d ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed er BCSI sections B3, B7 or 810, as applicab Apply plates to each face of truss and position as shown above and on the JoiniDetails, unless noted otherwise. (2efer to drawings 1 OA-Z for standard plate positions. Alpine, a di ision of ITW BuildinccLLComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the truss in co ((ormance with ANSI PI 1, or for handl% shipping, installation and bracing of trusses.A seal on this drawing or cover page, listing thi,prawing indicates acceptance of pro essrona engineering responsibility solely for the design shown. The suitabrhty and use T) this drawing for any structure is the responsibility of tfie 8uiiding Designer per ANSIITPI 1 Sec.2. Job Number: 36CS00035 4EBB 1828-Cali "C" LL OL /DR Horton MEBB 1828-Cali "C" LL OL Truss Label: C1GE Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 2'8' --+ P-1 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: II EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Plating Notes All plates are 2X4 except as noted. Wind Member design based on both MWFRS and C&C. Additional Notes See DWGS A16015ENC101014 & GBLLETIN1014 for gable wind bracing and other requirements_ and 10'f3" 10'8" Ply. 1 SEQN: 668447 / T2 / GABL Qty: 1 FROM: AH Wgt: 134.4 Ibs 21'4" 21'4" 21'4" i i DRW: D. / ... 05/16/2018 1' 1 Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF Pa: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): -0.001 H 999 240 P" 81 137 / 39 / - / 11 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 / Misc Criteria Creep Factor. 2.0 /256 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. Comp. Rep Factors Used: Yes Max Web CSI: 0.088 A - B 27 0 1-1 304 -24 FT/RT:20(0)110(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 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AE 175 -108 X - W 192 107 s AE-AD 183 -110 W - V 191 -107 �. l _ . . AD -AC AC -AB AB -AA AA- Z Z-Y Y - X 185 -110 188 -111 190 -112 191 -112 192 -113 192 -107 V - U U - T T - S S - R R-P 189 187 185 183 175 -106 -106 -105 -104 -103 40 01 5ASS FF 58 81 BG BIB 7F49 00 99 2E 85 FS #3Earnlsala fa�;�ala3{6y#Aa9�art�t�a (r�. a�.�raez�as��,��z�stxi�,wnns�sx�x av'i2zanf�atb�s�e�a. csxri cgs�has ei��^�^� e��t cx#�sratlara��r=� Via@ anzthe WWI CAwrd uodz . 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 167 - 83 R - O 174 -103 I-X 0 -162 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! `"IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vire extreme care in fabricating, handlingg shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anr7'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly �id ceiling. Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 610, ie. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. hefer to a division of �Iri 1, or Torn acceptance any structure its drawing,any failure to build the on this drawing or cover page te design shown. The suitability Job Number.�'1313CS00035 Ply: ill I Truss Label: li "C" LL OL /DR Horton MEBB 1828-Cali "C" LL OL �t 1i Ibs I FROM: A 48 / T3 / GABL I DRW; 05/16/2018 I 7' + 14' 7' T f 1'8" —+- 1'4" �{ (TYPI G=4X4 14' �1# 14' 1 -� -p 14' Loading Cri eria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL' 2 '00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too L/defl L/# LOG R / U / Rw / Rh / RL / W TCDL: 7 00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.001 F 999 240 L* 84 / 39 / 40 1- / 12 1 168 BCLL: 0'00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS BCDL: 1 Risk Category: II Snow Duration: NA HORZ(LL): -0.002 E - - L Min Brg Width Req = - Des Ld: 37! '00 00 EXP: C HORZ(TL): 0.002E - - Bearing B is a rigid surface. ,� NCBCLL: 10i00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 Soffit: 2t00 TCDL: 4.2 psf BCDL: 6.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.118 Maximum Top Chord Forces Per Ply (Ibs) Load Durati : 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.026 Chords Terril p. Chords Tens. Comp. Spacing: 24 C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.061 A - B 27 0 G - H 213 -26 Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: B - C 14 -66 H -1 157 -48 GCpi: 0.18 Plate Types}: C - D 61 -28 I - J 105 -69 Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 D - E 113 -17 E - F 165 -14 J - K B7 -89 K - L 84 -106 Lumber I F-G 221 -17 L-M 27 0 Top chord 2 4SP#1 Bot chord Webs 2x4 S SP 91 #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Plating Not is All 2X4 t B - V 153 -47 R - Q 1- 49 plates an.- P exce P as noted. V- U 1-4 Q- P 15599 -50 Wind 11 U-T 158 -48 P-O 155 -51 Member de gn based on both MWFRS and C&C. MAP' T - S 161 -49 S-R 164 -49 O - N 150 -53 N-L 144 -55 Additional I otes See DWGS b16015ENC101014 & GBLLETIN1014 for Maximum Gable Forces Per Ply (Ibs) able wind racingand other requirements. Gables Tens.Comp. Gables Tens. Comp. C - V 122 - 56 Q - H 205 - 83 D-U 115 -75 P-1 159 -72 r E-T 159 -72 O-J 115 -75 w STATE 0, F F - S 205 - 83 G - R 13 -89 N - K 122 - 56 g �* f1d SERA ' 40 015A3E FF 58 81 SO 307F48 00 99 2E 95 FB Th rItem hmizeesr X;A-4atQd by manuu1 Martinez,. f Ein.. itc.C48tE2t otrtla dais shssav�x abe�a i�eag a 5Nd*i asatif eestkaiksn zede. P.-bted=nMeNhindMumal i-tiemotcrsAdmil14wd2admivd azzd tfa -s A_aa.2hent:ratieaemde me.tbeearthed car scy dectmni: S 0-5.. J *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! `'IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses rlQ iire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building by to these functions. Installers temporaryry .omponenf Safety )racing er BCSI.. Information, TPI and'SBCA) tsafety practices prior performing shall provide Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly Locations for lateral have bracing installed BCSI sections B3, B7 or 8810, ittached rigi is applicable ceiling shown permanent restraint of webs shall per Apply to each face of truss and as shown above and on the Joinf Details, uless noted otherwise. hefer to !rawings 16QA-Z plates position for sandard plate positions. Ilpine, a division russ in conf of ITW Buildin��LLComponents Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the rmance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ , drawing, fisting this drawing ind use off indicates acceptance of provessiona engmeerm responsibility solely for the design shown. Ithis for any structure is the responsibility of the building Designer per ANSI/TPI 1 Sec.2. The suitability Job Number: 36CS00035 Ply: 1 SEQN: 6684491 T28 / SPEC 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OIL Qty: 2 FROM: AH DRW: Truss Label: L01 Wgt: 37.8 Ibs / .. 05/1612018 10, �' S1 1 I C=4X4 LO fh io ) 919"8 11 ri v T 5' S' 11 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeRICSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U 1 Rw / Rh / RL 1 W B 438 1225 1425 / - / 134 / 3.5 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.012 F 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.017 F 999 180 D 438 / 220 / 257 / - / - / 3.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.005 F - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.005 F - - B Min Brg Width Req = 1.5 Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft TCDL: 4.psf Creep Factor. 2.0 D Min Brg Width Re = 1.5 q Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.291 Bearings B & D are a rigid surface. 9 g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.263 Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.091 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ A - B 27 0 C - D 796 -503 GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE B - C 830 -503 D - E 27 0 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. Left and right cantilevers are exposed to wind Left bottom chord exposed to wind. ��N 4001 5A38FF5B81BO8B7F4800992E95FB abu item ba ckkir Isa Md WUby MMWA WAin PE(FL.t[cAb7Mtmn the dat¢Ahnwn AQ1MW-ngaD 8 wattimecaumaw*. Prbwd eqp; aixhkdcum-A are not C=136wad ttnedand Mite w,6 ti-_SK&Rlaxt lenetoR szode mu.t dic aeerfftd tara�g€9ectmllak chins: Maximum Bot Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. B - F 428 - 611 F - D 428 - 611 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. C - F 306 - 424 **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme pre in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Comp onen[ Safety Information, by TPI anf7SBCA) i safety practices prior to pertorming these functions. Installers shall provide temporarryy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheU rigpid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, 67 or 610, as applipble. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. {2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinQQComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this 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 ANSI1TP11 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineihv.com TPI: www.tpinst.org• SBCA: www.sbcindu .com• ICC: www.iccsafe.ora Job Numb��jji: 36CS00035 Ply: 1 SEQN: 668459 I T30 I HIPS 4EBB 1828'Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 1 FROM: AH DRW: Truss Label: L02 Wgt: 44.8 Ibs .. / ... 05/16/2018 12 6 3M(A1) B 4 A 3' T 10, 3' 4' 3' IIIZA4 =41,§6 E= 31M(A1) F ='JA4 9,9"8 1 r if l 3'1"12 3'6"12 3'3"8 1, 1 + 3'1"12 6'8"8 10, Loading C teria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W B 568 / 271 ! - ! - ! - 13.5 TCDL: I.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.013 G 999 240 BCLL:.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.035 G 999 180 E 568 / 271 / - / - / - / 3.5 BCDL: 1P.00Snow Risk Category: II Duration: NA HORZ(LL): 0.005 G - - Wind reactions based on MWFRS Des Ld:EXP: 3, .(10 C Mean Height: 15.00 ft HORZ L 0.010 G - - �) B Min Br Width Re 1.5 g q CL NCBCLL: 000 g Code / Misc Criteria Creep Factor. 2.0 P E Min Brg Width Req = 1.5 Soffit: i 00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.184 Bearings B & E are a rigid surface. BCDL: 5.0 psf Load Durati� Spacing: 24�"0. n: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Rep Factors Used: No Max BC CSI: 0.170 Max Web CSI: 0.063 Maximum Top Chord Forces Per PI Ibs y ( ) C&C Dist a: 3.00 ft Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. A - B 27 -20 D - E 379 -840 GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE 1 B - C 379 -846 E - F 27 -20 Lumber Top chord 4 SP #1 Bot chord �4 SP 91 Webs 2x4 P 93 Loading #1 hip sup'trts 3-0-0 jacks with no webs. Left side jacks have 3-0-0 setback with 0-1-4 cant and 1-0-0 o erhang. End jacks have 3-0-0 setback with 0-14 c'nt and 1-0-0 overhang. Right side jacks have 3-0-0 etback with 0-14 cant and 0-0-0 overhang. Wind Wind loads-nd reactions based on MWFRS. Left and rigrp cantilevers are exposed to wind Left bottom IrJhord exposed to wind. SERIAL it 40015A38FF5891BOBB7F4E00992E95FB r#:G wd�afxdby Maa lMartin" FEK. Lk.4471Uf on the aafarwn a6¢ u^ ga SHA4 acn�atcaxda. r39atrd ea fias o3'ttah ducrt-. ai mnot cnatl&wsdu nodmq=Ind and tia au astdn9 n�1¢cnszEt;a a�er8f3 3 cxsacrydatrmrft C-D 318 -755 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - H 729 -318 G - E 725 -318 H - G 744 -318 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. C-H 162 0 G-D 165 0 C-G 12 0 '"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! " MPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS reqqu {e extreme care in fabricating, handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building nenf Safety Information, by TPI and SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro erly 0 ripi cellinq Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections B3, B7 or �10, cable Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to Is 16 Z for standard plate positions. a divi !on of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conic , ance with ANSIlI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, this d awing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability e of this awing, for any structure is the responsibility of the Building Designer per ANSIITPI1 Sec.2. Job Number: 0035 T4EBruss 1828-CEfi 7C OLLL OL /DR Horton 14EBB 1828-Cali "C" LL OL I W9L 23.8 Ibs I FROM: gI8450 / T19 / EJAC DRW / ... 05I16/2018 SEAT PLATE REQ. Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Wind Member design based on both MWFRS and C&C e1y Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Pf. NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA Snow Duration: NA HORZ(LL): -0.014 D - - HORZ(TL): 0.025 D - - Code / Misc Criteria Creep Factor: 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.496 TPI Std: 2014 Max BC CSI: 0.368 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 40 015A38 IFF 56 81. B0613 7F48 CO 99 2E 85 FB MkZrJsslad6yF.Za�:r9Martinas, 1='F.(rL. tk. C43£92.Fan tPimss33C shavttt �'vm ti^.�g a SHA�1 suthan£4taticn¢a�t. etad ts��sra9'ihas d�raac�•,s �aa�a£cx�!ad s�gaaas �� t�i®ti m02rae �.A,�azAttantdta2taceo�a musl4,ae vedf�en�sgrr2ectrmr�- rcctas:. C ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 336 / 117 / 259 /- 1173 / 8.0 D 127 120 / 101 / - / - /,1.5 C 171 /133 191 /- /- /1.5 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 D Min Brg Width Req = - C Min Brg Width Req = - Bearing B is a rigid surface. Bearing B requires a seat plate. Maximum Top Chord Forces Per Ply (Ibs) I Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 77 -151 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING`* READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingshipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI an c7 SBCA) r 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 propperly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, t e. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise, f Rer to 60A-Z for standard plate positions. a division of for any its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability Job Number: 36CS00035 Ply: 1 SEQN: 668451 ! T12 / EJAC 4EBB 1828- ali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 6 FROM: AH DRW: Truss Label: EJ7A Wgt: 21.0 Ibs .. / ... 05/1612018 i B 12 6 cq 0 io 2X4(A1) A C SEAT PLATE REQ. I 7' _I r 7 Loading Cri iT ria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20. 0 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R i U / Rw 1 Rh / RL / W TCDL: 7.(0 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA A 270 179 / 188 / - / 151 / 8.0 BCLL: 0. 0 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA C 128 121 / 104 1- ! - 11.5 BCDL: 10. o Risk Category: II Snow Duration: NA HORZ(LL): -0.017 C B 174 / 135 195 / - / - / 1.5 Des 37. EXP: C HORZ TL 0.027 C - - Wind reactions based on MWFRS 0 ( ) CLLd: NCBCLL: 10. Mean Height: 15.00 ft g Code / Misc Criteria CreepFactor. 2.0 A Min Brg Width Reg = 1.5 0 TCDL: 4.2 psf Re Soffit: 2. C Min BigWidth - 10 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.5D5 B Min Brg Width Req = - Load Durafio ': 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.373 Bearing A is a rigid surface. Spacing: 24. P 9 ;" C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing A requires a seat plate. Loc. from endwall: not in 9.00 it 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. A-B 78 -152 Lumber Top chord 2x SP #1 Bot chord 2x ! SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member desi in based on both MWFRS and CBC. A - C 0 A i " STATE OF . � SERIAL 4 i f115A. 8 FF 5B 8 BO BB 7F49 CO 99 2ES5 FB 3�.tc Item:�,srs.�l��txz�kcayzsnd+:,rwated'6y AAart3 (,=3...IEa^.k"ATfi£$t sxs 2�mm�a3a sfeawa�&�ar�ar.�ng aSiiA3. • a�a�udxr�asrrddt�rx�.rxsfxrFcer�B�md as�al�u resins: `"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —111 PORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses requi extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building these functions. Installers temporary Component S bracing per B ety In,by TPI anr7'SBCA) ion safety practices prior to performing shall provide SI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly 'eiling B7 attached rigid' as applicable. Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCS1 sections B3, or 610, Apply places to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (Refer to drawings 160 Z for standard plate positions. Alpine, a divis truss in qn of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ANSI PI 1, for handling installation bracing trusses.A this drawing confo listing this dr and use of ante with or shipping, and of seal on or cover pa e, _ wingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability his drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. For more infonna on see this'ob's general notes page and these web sites: ALPINE: www.al 'neitmeom; TPI: www. inst.o ; SBCA.: www.sbcindu .com; IM www.icesafe.org Job Number: 36CS00035 Ply: 1 SEQN: 6684521 T16 / JACK 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali; "C" LL OL Qty: 4 FROM: AH DRW: Truss Label: 13J5 Wgt: 16.8 Ibs C � 12 6 c� o ,n N ch M T=2X4(A1) B A D SEAT PLATE REQ. 1 5' 5' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeAICSI Criteria A Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W B 263 196 / 208 / - 1129 / 8.0 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 90 113 / 70 / - /- 1 / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.007 D - - C 119 / 93 / 62 I - 1- ; / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.008 D - - Wind reactions based on MWFRS. Code I Misc Criteria NCBCLL: 00 Mean Height: 15.00 ft CreepFactor: 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 2. TCDL: 4.2 psi BCDL: 5.0 sf P Bldg Code: FBC 2017 RES Max TC CSI: 0.309 D Min Br Width Re - 9 q = 1 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.182 C Min Brg Width Req = - Bearing B is a rigidseatsurface. Spacing: 24.0 " P 9: C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. , Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Wind Duration: 1.60 Plate Type(s): WAVE VIEW Ver. 17.02.02.1208.15 Maximum Top Chord Forces Per Ply (Ibs) ! 11 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 40015AS81f5881 JB0B07F4Et10992ESSFB rlyis ilamit 8 mse r+cd'wd=1adby FA2ftAWAftWM ar.,+traassa. �iaatadcw,��s�ra'f�s tir�zcxa�at naec�ssleA svgsr�d�a$.�eni��f xzab 4f�c s5RAZ a�udnaz�t�a.v�ca7esne2s[�lcacrYfi�laar aiaysfcetinrdr .. siv3. Chords Tens.Comp. Chorf A-B 27 0 B-C Maximum Bot Chord Forces Per Chords Tens.Comp. B-D 0 0 ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen� Safety Information, by TPI anSBCA) for satPety practices prior to performing these functions. Installers shall provide temporartyy bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structure) sheathing and bottom chord shall have a properly attachetl ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicabgle. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI 1, ar 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. Tens. Comp. 53 -120 (Ibs) Job Number. 36CS00035 Ply: 1 SEQN: 668453 / T17 / JACK 4EBB 1828{Cali "C" LL OL /DR Horton MEBB 1828-Cali "C" LL OL Qty: 4 FROM: AH DRW. Truss Labe 1 BJ3 Wgt: 12.6 Ibs / ... 05/1612018 C 12 6 T O � 2X4(A1) B r M 1 �N A D SEAT PLATE REQ. 3' 31 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 0.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 193 / 76 / 162 ! - / 86 / 8.0 BCLL: .00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 / 6 141 / - ! - 11.5 BCDL: 1it).00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D - C 64 / 51 / 30 / - / - / 1.5 Des Ld: 1 NCBCLL: 10.00 7.00 EXP: C HORZ(TL): 0.003 D - - Wind reactions based on MWFRS Mean Height: 15.00 ft Factor. 2.0 B Min Brg Width Req = 1.5 Code / Misc Criteria Creep TCDL: 4.2 Soffit: i psf D Min Brg Width Req = - 00 BCDL: 5.0 sf Bldg Code: FBC 2017 RES Max TC CSI: 0.174 P C Min Brg Width Req = - Load Dural n: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.072 Bearing B a rigid surface. Spacing: 2 Re Factors Used: Yes Max Web CSI: 0.000 0 " C&C Dist a: 3.00 ft P Bearing B requires a seat plate. r 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_ A - B 27 0 8 - C 29 -105 Lumber II Top chord 4 SP #1 Bot chord ic4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 o "ft047102 _0 . WA STATE.OF SERMA 40 015A 39 FF 50 81 BO 8137F49 00 89 2E 85 F8 Mile- hmbL melt ;s�csi' waled W 4daktj mwin" ?.(FL, Lk.047MI M tho dftkA0W(V AbOM tr:nga 53t.51 sent�a3asede. nraud capinalthkdoatsa=aresaatcr t sedugnea:aatd.6d =d the StaA-3 aL6vAtkaUan=do rn"tha,vzdfmd m myd"tratk- cs•3 &S- "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! (IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re wire Componen extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) safety practices prior to performing these functions. Installers shall provide temporary bracing per attached rigid BCSI. Unless noted otherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. drawings 180A-Z Apply plates to each face. of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (Refer to Alpine, a di Ision truss for standard plate positions. of ITW BuildinciComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the in con �prmance listing this ttlirawingg and use n� with ANSITI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page . _ indicates acceptance of pr ) essiona engineering responsibility solely for the design shown. The suitability this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. For more infoltion see this'oYs general notes page and these web sites: ALPINE: www.al ineitmoom: TPI: www. inst.o ; SBCA: www.sbcindu .com; ]CC: www.1cesafe.ong Job Number: 36CS00035 4EBB 1828-Cali "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Truss Label: EJ3L Ply: 1 SEQN: 668454 / T34 / EJAC Qty: 4 FROM: AH DRW: Wgt 12.6 Ibs .. / ... C Y J 1 0511612018 1,1 3' 31 Loading Criteria (psi) 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 [or, Udefl L/# Loc R / U I Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 190 / 93 / 201 / - 186 13.5 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 52 134 / 74 / - ! - 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.003 D - C 66 / 50 / 37 1- 1- / 1.5 Des Ld: 37.00 EXP. C HORZ(TL): 0.003 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psi BCDL:5.0 sf P Bldg Code: FBC 2017 RES g Max TC CSI: 0.178 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.078 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0A00 I Loc. from endwall: Any 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 Lumber A- B 27 0 B- C 29 -106 Tap chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Sot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Wind B-D 0 0 Member design based on both MWFRS and C&C. Left cantilever is exposed to wind Left bottom chord exposed to wind.�1J _ No 047,1,02 V to 40 an s SATE OF 4 SERIAL # 40 01 5A38 FF 55 81 BU 60 7F 48 00 99 2E 85 FIB IM11amhubteayeteWen?c js# nadza.3=Indby UwwA Marttm�z, � a�^�i..tie.eraas2{c�slt�adascsf�r�ltacm�aus�ng:aswAa � a�,eaGuattes s.�fn. ' wMedccpamoldd:docummatmmnot esawlie;ed%knedands bd =a ttesirA,1—`ki6.A6MUoACode M> t bd WAff<.d ar1anpdectree-c '= aZL "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proerly attached riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or t 10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building�Components Group Inc. shall not be responsible for 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 trvsses.A seal on this drawing or cover page_ listing this drawingg indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Fnr more infnnnafinn sae this Ma neneral nntne nave and these weh sites, ALPINE, 'www.alninedw.com: TPI: www.tninstcm: SBCA www.sbcindustrv.com: [CC: www.lccsafe.om Job Number: 36CS00035 Ply: 1 SEQN: 668455 / T18 / JACK 4EBB 18281- i "C" LL OL /DR Horton /4EBB 1828-Cali "C" LL OL Qty: 4 FROM: AH DRW. Truss Lab4 Cali BJ1 Wgt 11.2 Ibs / ... 05/16/2018 12 6 C -F - =2X4 Al B Cl) o LO A � M D SEAT PLATE REQ. I Loading C I' teria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions Ibs ( ) TCLL: � 0.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in Ioc Udefl U# Loc R / U / Rw / Rh / RL / W B 150 / 77 / 145 / - / 42 / 8.0 TCDL: .00 Speed: 160 mph Pf NA Ce: NA VERT(LL): NA BCLL: A0 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 11 / 10 / 18 / - /- / 1.5 BCDL: 0.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - C -14 / 28 / 25 i - /- / 1.5 Des Ld: NCBCLL:0.00 7.00 EXP: C Mean Height: 15.00 ft HORZ L : 0.000 D - - (T ) CreepFactor. 2.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Code / Misc Criteria Soffit .00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.163 D Min Brg WidthReq = - C Min Brg Width Req = - Load Dural on: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.015 Bearing B !s a rigid surface. Spacing: 2 p g .0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CS 1: 0.000 Bearing B requires 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. Lumber A-B 27 0 B-C 28 -19 Top chord 2A Sr #1 Bot chord K4 SP #1 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member d isign based on both MWFRS and C&C. B - D 0 0 a� A STATE OF '. 40 01 SA38 FF 55 83..BO EBB TF49 00 99 2E&5 F8 '.[3afc Itarse�saa %�amafazF��d'.a .�,alcd b`t 4.tsrar�9 9Aarttncs, P£ (SL, Uc.9471H12.f m the daze ihzwa agave wng a SNA-1 �Ssert�r rx+dr. &'r`,ated cc9bm,afahk donz A= nm crm8&md signer and mled grad #irxs�R-t ¢ni�'!ireleodc ea�1 � amrN@sc! car5my*dcarar�- c�!ax. **WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricatingg handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building fo'r these functions. Installers temporary Componen bracing pe Safety Information, by TPI and'SBCA) safety practices prior to performing shall provide BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly have bracing installed BCSI B3, B7 10, attache. rigid as applicable. ceiling Locations shown for permanent lateral restraint of webs shall per sections or Apply plates to each face of truss and position as shown above and on theJoin Details, unless noted otherwise. kefer to drawings 1 0A-Z for standard plate positions_ Alpine, a dii I..in co ision of ITW Buildingg Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the (ormance with ANSIrI PI 1, or for handling, shipping, installation and bracing of r.sses.A seal on this drawing or cover page The listing thi and use drawing indicates acceptance of pro essronal engineering responsibility solely for the design shown. suitability f this drawing for any structure is the responsibility of the Building Designer per ANSUTPI I Sec.2. For nwre infopnation see this'ob's Qeneral notes page and these web sites: ALPINE: www.al ineilw.cam TPI: www.tpinst.orgSBCA www.sbdndu .coin; ICC: www.iccsafe.org Job Number: 36CS00035 Ply: 1 SEQN: 668456 / T31 / JACK 4EBB 1828-Cali "C" LL OL /DR Horton AEBB 1828-Cali "C" LL OL Qty: 4 FROM: AH DRW. Truss Label: BJ1L Wgt: 11.2 Ibs / ... 05/16/2018 4"13 t Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. Left cantilever is exposed to wind Left bottom chord exposed to wind. 12 6 C IF Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pt NA Ce: NA VERT(LL): NA B 134 / 90 / 155 / - / 42 43.5 Lu: NA Cs: NA VERT(TL): NA D 13 / 3 / 11 / - l - • / 1.5 Snow Duration: NA HORZ(LL): 0.000 D - C 1 1 19 / 18 1- 1- 11.5 HORZ(fL): 0.000 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: 0.163 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.013 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. � FT/RT:20(0)110(0) Mfg Specified Camber: Plate Typ e(s) : Maximum Top Chord Forces Per Ply (lb.) Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.15 A-B 25 0 B-C. „ 19 -16 40 01 5A 38 FF 58 SIBO BB 7F49 00 99 2E 85 FS zSyk2ra1014byM2&.aM2tb3=, PEYL. uC.04%tH2tcar tbadaec sh awaatxtusinga59A�l at C116�M&A zcdm e^%tad cAs�rrfda doessst aamnctecsrdmd saccardsaealad =6 ki,. SRAamlba—dfbdmwfdetimrhr Dios. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "`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, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an7'SBCA) tsaiPety practices prior to performing these functions. installers shall provide temporary bracing per BCSL Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing 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 Joint Details, unless noted otherwise. h fer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing indicates acceptance of 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 ANS11TP11 Sec.2. Fnr mare inf—tinn w this iaWk nanerat natP nave and these weh sit—, At PINE www alnineiiw.cam, TPI- wwwtninst am, SBC' www sbdndusW.rnm: ]CC, www.irssafe.om r 4 Job Number: 3bCS00035 Ply: 1 SEQN: 668457 / T21 / HIP_ � -1 4EBB 1828-C"C" LL OL /DR Horton MEBB 1828-Cali "C" LL OL Qty: 2 FROM: AH DRW: Truss Label: 1 7 Wgt 42.0 Ibs .. / ... 05/1612018 Loading Cril TCLL: 20 TCDL: 7. BCLL: 0. BCDL: 10 Des Ld: 37 NCBCLL: 0.( Soffit: 2. Load Duratio Spacing: 24.1 Lumber Top chord Bat chord 2 Webs 2x4 Loading Hipjack sup Wind Wind loads 41 I i_ 6'3" 9110"1 i 6.3" 37" SEAT PLATE REQ. u l i 6'1"4 3'2" _i6"1y3 1 5" 6'1 "4 9'3"4 9'10 1 is (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) i Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi L/# Loc R / U / Rw / Rh / RL / W B 326 / 154 I - 1- /- 110.6 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.014 G 999 240 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.038 G 999 180 E 410 1129 / - 10 / 0 11.5 i Risk Category: 11 Snow Duration: NA HORZ(LL): 0.004 F - - D 168 / 132 1- /- /- / 1.5 EXP: C HORZ(TL): 0.007 F - Wind reactions based on MWFRS Code / Misc Criteria Mean Height: 15.00 ft Creep Factor. 2.0 B Min Brg Width Req = 1.5 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.316 E Min Brg Width Req = - 125 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.308 D Min Brg Width Req = - Bearing B is a rigid surface. C&C Dist a: 3.00 ft Re Factors Used: No P Max Web CSI: 0.247 Bearing B requires a seat plate. Lac, from endwall: NA 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 Ch d T C Ch d T C SP #1 SP #1 #3 6-11-8 setback jacks with no webs. reactions based on MWFRS. No 0.47102 $WE OF 40 013A38 FF 5138180 BB 7F 00 99 2E 85 F8 W1item irasbeennkctz�yx3gocdZWsoaia bymawetMartino, or s ens. omp. or s ens. amp. A-B 9 -6 C-D 59 -74 B - C 295 - 638 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- G 578 -259 F- E 0 0 G - F 5-10 -262 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ G-C 181 0 C-F 314 -684 FEfFL. tic. 4571921 w tha&%a shavinat u%kiga SK4.1 a,antita.IIiaasnMo. Ptmtnd cwbn clhh d a=u we notaydi&red 4rnadgmaind mad the S?A� entm'IWAsede not tWbd mwldectrark cmins. *'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! 4MPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme tare in fabricatingg handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety. Information, by TPI anc7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpeny attached riggip ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as appiicabl '. AppTy plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. 12efer to drawings 16A-Z for standard plate positions. Alpine, a div) ion of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI IfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page _ listing this drawingg indicates acceptance of protessiona engineering responsibility solely for the design shown. The suitability and use of 1 this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. S Job Number: 36CS00035 Ply: 1 SEQN: 6684581 T29/ HIP_ 4EBB 1828-Cali "C" LL OL /DR Horton MEBB 1828-Cali "C" LL OL City: 2 FROM: AH DRW: Truss Label: C.131- I Wgt 16.8 Ibs .. / ... 05116/2018 1'5" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BOLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " CSC Dist a: 3.00 it Loc. from endwall: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Loading Hipjack supports 2-11-8 setback jacks with 0-0-12 cantilever one face; 0-0-12 cantilever opposite face. Wind Wind loads and reactions based on MWFRS. Left bottom chord exposed to wind. 17 C T Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA Defl/CSI Criteria PP Deflection in too Udell L1# VERT(LL): NA ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL / W B 123 / 72 / - /- /- / 4.9 Lu: NA Cs: NA VERT(TL): NA D 22 /- / 11 / - / - 11.5 Snow Duration: NA HORZ(LL): 0.000 D - - C 56 143 /- l - 1- 11.5 HORZ(TL): 0.000 D - - Creep Factor. 2.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.134 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.031 C Min Brg Width Req = - Bearing B is a rigid surface. Rep Factors Used. No Max Web CSI. 0.000 FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 I Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. A-B 20 -13 B-C 19 -15 I Maximum Bot Chord Forces Per !Ply (Ibs) Chords Tens.Comp. B-D 0 0 40 01 SA 38 FF 58 8180 B5 7F48 00 99 2E 85 FB Tbu Item Im tkct[ j ned woscafadby FAzom btartbces, n(; .tk.ffi4T18.°(entAe&.taz;Mwrta4xira Wnsa St§Ai asrdtendtabMez d- Matud copkialdisawumemt� mat tunsfwvdd dmilsaated =9 d'C.-4R aadh mttCa� zode re. ttat vaM2d en—f d"fruok C=IRL. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORSINCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shi ping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anc7'SBCA) for sarPety practices prior to performing these functions. Installers shall provide temporary bracing per BCSL Unless noted d1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, . listing this drawing,indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more informalion see this lob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. irst.o ; SBCP: www.sbcindu .com; [CC: wwwAccsafe.orq Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Ori 140 mph Wind Speed, 15' Mean Height, Partlatly Enclosed, Exposure C, Kzt = 1.00 Uri 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Uri 120 moh Wind Speed, 15' Mean Helaht, Partially Enclosed, Exposure D, Kzt = 1.00 S 2x4 Brace Goble Vertical Spacing Species Grade No Braces (1) lx4 'L' Brace w (1) 2x4 'L' Brace x (2) 2x4 'L' Brace xx (1) 2x6 'L' Brace x (2) 2x6 'L' Broce x Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B > #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' t' 9' 3' 9' 7' 12, 2' 12' 8' 14' 0' 14' 0' S P F #3 3' 8' 5' 9' 6' 2' 7' 8' 7' It' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' U Stud 3' 8' 5' 9' 6' V 7' 8' 7' it' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14, 0' o H F Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8, 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' n% #1 4' 0' 1 6' 8' 6' 11' 1 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 1 12' 9' 14' 0' 14' 0' P #2 3' 10' 6' 7' 6' I0' 7' 9' e' 1' 9' 3' 9' 7' 12' 2' 12, B' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' II' 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' 2' 9' 7' 10, it, 11' 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' III 6' 2' 6' 7' 8' 4' 8' IS' 9' 8' 10' 4' 13' V 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' 11' 0' 13, If.' 14' 0' 14' 0' 14' 0' .�..) _ U S P F I I F #3 4' 2' 7' 1' 7' 9' 8' 9' 9' i' 10, 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, L3' 9' 14' 0' 14' 0' 14' 0' O 1 1 Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' 8' 10' .5' 10' 10, 12, 8' 13' 7' 14' 0' 14' 0' ql 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' to, 8' 11' 1' 14' 0' 14' 0' 14' 0' 14' 0' k,DQ1 S P #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' 11' o' 13, 11' 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' 0' I D F L Stud 4' 4' 6' S' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' D' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10' 2' 10, 10, 11' t0' 12' 7' 14' 0' 14, 0' #1 / #2 4' 10' 8' 3' 1 8' 7' 9' 9' 10, 2' 10' 7' 12' 1' 1 14' 0' 14' 0' 14' 0' 14' 0' 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 L� Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' 0 1 I F Standard 4' 7' 7' 0' 7' S' 9' 4' 10' D' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X 01. 5' 1' 8' 5' e' 8' 9' 11' 10, 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' I D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10' 1' il' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' .-f Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' Afiout L able Truss Diagonal brace option, vertical length may be T doubled when diagonal 18 A brace Is used. Connect L I diagonal brace for 600# 'L' -fl- at each end. Max web Brace total length is 14'. 31E3iE 11 2x6 DF-L a2 or better diagonal T Vertical length shown I brace) single 8' In table above. or double cut 45• (as shown) at L 1 upper end, Connect dlagonTnt I I I I - y ' e' ' ' midpoint of vertical web, �l1ty VI1� `t1, Refer to chart above for -VA ma- READ AND FOLLOV ALL NU=-Od THIS DRAVMf6 11 w.WMTM1Twe FMUSH THIS DRAVMG To N.L. C@ITRACTORS DW011W TK INSTALLERS `� ( Trusses require .."no care In Fabrica", ham OM,shlpping, Instating And bracing. Refwr?.to and C follow the latest edition of SCSI (Building Component Safety Informatian, by TPI and SBCA) for'-sAFety practkea prior to performing these functions. Installers "I provide tan{xrrary brAcing per BCSL " Unless noted otherwise, top chord shall have properly attached structural sheathing and bott6n dwrd shall have a properly attached rigid celUng. Locations shown for pernanent lateral restraint of wtba - n=A shall have brocMo Installed Der BCSI sections 43, B7 or BIO, As APpttc.M . Apply plates to each face ' � Nphe, a dvW- of ITV Building Conponents Group Inc, shall not be responsible for any deviatl AN 1TWODMPANY this drawing, any failure to build the truss in conformance with ANW/TPI 1, or for handling, shim hstallatian L bracing of trusses. A seal an this draep or cover page Wing this drawing, bxikntes acceptance of professional a,g'neer4+g re solely for the desIgn shown The sultabalty and use of this dmvft 133B91ake(ronl Ddva for any structure 15 the responstbillty of the Building DarJgner per ANSI/TPI I Sect. Earth City, MD H3046 For More Infornatbn see this Job's general notes page and these web sites+ ALPINE, wewa1ch Itw ,e , TPI- w-tolnst.orm SBCA, wes.sbclndustrv.orai ICG wwwJ=ss,Fe.ora Bracing Group Species and Gradesi Group A: S ruce-Plne-Fir Hem-Flr al / a2 Standard a2 1 Stud 03 1 Stud 1 1 a3 Stnndnrd Douglas FIr-Larch Southern Pinewwr a3 a3 Stud Stud Standard Standard Group Bi Hen -Fir al g Btr a1 Dou las Fir -larch Southern Plnewww al at Y2 a2 lx4 Braces shall be SRS (Stress -Rated Board). -For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades, Galote Truss Detail Notesm Vlnd Load deflection criterion Is L/240. Provide uplift connections for 75 plF over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' o' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3,0' min) nails. )K For (1) 'L' brace, space nails at 2' o.c. In IS' end zones and 4' o.c. between zones. )K)KFor (2) 'L' braces, space nails at 3' o.c, In 18' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 80% of web member length. 11 Gable Vertical Plate Sizes Vertical Len tin No S lice Less than 4' 0' 2X3 Greater than 4' 0', but less than il' 6' 3X4 Greater than 11' 6' + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 TOT, LD, 60 PSF MAX, SPACING 24.0' Gable Stud Reinf orcement Detail ASCE 7-10i 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 On 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure_ C, Kzt = 1.00 = Or, 140 mph Wind Speed, 30' Mean Height, .Enclosed, Exposure D, Kzt-= 1.00 — Ori 120 mph Wind Speed, 30' Mean Heloht, PartlalLV Enclosed, Exposure D, Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species IGrade No Braces (1) ix4 'L' Bracer (I) 2x4 'L' Brace x (2) 2x4 'L' Brace r (1> 2x6 'L' Brace w (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 #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 14' 0' S P F #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' e' e' 9' 1' 11' 3' 11' it, 13' 7' 14' 0' U 1J Stud 3' 6' 5' 4' S' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' 11' 13' 7' 14' 0' O I� P Standard 3' 6' 4' 7' 4' it' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13, t' 14' 0' 01 #1 3' 10, 6' 4' 6' 7' 7' 6' 7' 9' 8' 11' 9' 3' 11' 9' 12, 2' 13, it, 14' 0' —�11 S P #2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 1 It' 7' 12, 0' 13, 9' 14' 0' IT (U C I D r L #3 3' 7' 4' 10' 5' 2' 6' 5' 6' il' 8' 9' 9' V 10' V 10' 10' '13' 8' 14' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10' 10' 13, 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12, 2' 13' 0' U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' e' 9' 10, 1' 10, 6' 13' 3' 13' 9' 14' 0' 14' 0' S P r #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' 11' t0' 4' 13, 1' 13' 7' 14' 0' 14' 0' l f Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' e' 9' ill 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' O H F Standard 4' 0' 5' 8' 6' 0' 7' 6' ' it, 10' 4' It' 10' 12, 8' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7' 0, 2' 10' 7' 13' 5' 13' it' 14' 0' 14' 0' o S P #2 4' 2' 7' 2' 7' 5' 8' 5' 0, 1' 10' 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' 1' 5' 11' 6' 4' 7' 11' 46- 0, 0' 10, 5' 12' 5' 13, 3' 14' 0' 14' 0' QJ D F L Stud 4' 1' 5' 11' 6' 4' 7' 1l' 0, 0' 10' 5' 12' 5' 13' 3' 14, 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' ' 5' 10, 2' 11' 0' 11' 9' 14' 0' 14' 0' #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 0, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' CS S P F #3 4' 5' 7' 7' e' 1' 9' 2' 9' 6' 10' 11' 1 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' LD U u Stud 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10' 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' O t l F Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X #1 4' 10' 8' 0' e' 3' 9' 5'- 9' 9' 11' 2' 11' 8' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' e' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 0117 #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 2: D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' w—i Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10' li' 11' 5' 12' 8' 13' 7' 1 Bracing Group Species and Gradesi Group AI S ruce-Pine-Fir Hem-Flr NI / #2 IStandavEdl 1 02 1 Stud #3 1 Stud 1 1 43 IStandardl Dou las Flr-Larch Southern Pinewrw #3 #3 Stud Stud Standard Standard. Group BI Hem-Flr al g Btr #1 Dou lay Fir -Larch Southern Plnerrw at a1 #2 a2 ix4 Braces shall be SRB (Stress -Rated Banrd). rrFor ix4 So, Pine use only Industrial 55 1 Industrial 45 Stress -Rated Boards. Group B values m¢ rades. be used with these Gable 1 russ DeUdt No test Wind Load deflection criterion Is L/240. Provide uplift connections for 135 p(f over continuous bearing (5 psf TC Dead Load), Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. "ymm Abouti Attach 'L' braces with 10d (0.128'x3.0' min) malts. )K For <1) IL' brace( space nails at 2' o.c. able Truss In IS' end zones and 4' o.c. between zones. )K)kFor (2) 'L' braces- space nails at 3' o.c. Diagonal brace option ,- In 18' end zones and 6' o.c, between zones. vertical length may be doubled when diagonal 18' 'L' bracing must be a minimum of 80% of web brace is used. Connect L member length diagonal brace for 690# 'L' Gable Vertical Plate Sizes at each end. Max web Brace total length Is 14'. Vertical Lennth No Splice I 2x6 De-L #2 or Less than 4' 0' 2X4 better diagonal 'r Greater than 4' 0, but 4X4 Vertical length shown braces single 8e less than l2' 0' In table above, 45' or double cut (as shown) at L 1 * Refer to common truss design for upper end,Lj:j peak, splice, and heel plates. ' ontinuous Bearing Refer to the Bullding Designer for conditions Connect dingonn at lllttllllll not addressed by this detail, midpoint of vertical web. Refer to chart above for max gslb`le rt(64 length. —VARNIIIGW READ AND FOLLOW ALL FATES w TI9S DRAVDIq ewDIPORTANT— FURNISH THIS DRAV0IG TO ALL CONTRACT= INCLUDING THE INSTALLERS .�` , `IVI REF ASCE7-10—GAB16030 DATE 10/01/14 Trusses rewire extreme care In fabricating. handling, shipping. tnstal(ing and bractrng. Refer to and fallow the latest edmion of BCSI UWar.ng Component Safety Informatbn, by TPI and SBCA) for safety �ilfs� ' practices prior to performhg these functions. installers shall provide temporary bratlrg per BCSL tap have bottom chord Unless noted other.dse, chord shall property attached structural sh-thing and shall have a properly attached Aoki ceitNg. Locations shown for p.—..t Intern( restreint of ebs have installed BCSI H3, Tor to each face SCSI or BID, as applicable. Apply _ No DRWG A16030ENCIOIO14 (7 ^� shop per plates Metals, WIe66 noted atherete fando— amd cInG ins all Shaer and an the J and 7� Q ' Li position Refer to draeings 16DA-Z for sU.dard plate positbns. Ref- ter— Alpine, a Aslon of ITV Bdtdtny Components Group Inc shall not be responsible far any deviation from dom ATE OF AN ITWCOMR4NY this drawing, any Failure to build the truss In conformance with ANSI/TPI 1, or for handlno, shipping, i bracing f trusses. /l@.� Q`. `4! MAX. T❑T. LD, 60 PSF Installation A seal on this d-awwno a cover page Usting this dra.hg, Indicates acceptance of essl al responsbNty solely For tM dsslgn shown The sWtobRity and use of tHsatlra.ft p fy i�Q� -. v1.� 'y�� 13389 Lakehroat Drive For ury us ctAro Is this re'.poreshWty of the &�dlnp Designer *�% IN to MAX, SPACING 24.0' Es,8 City,M063048 Far more Infornation see thus 's general notes eAeM these web sltesn a l (� , \" ALPINE, www.atpincitwcom) TPli wre.tpinftorg) SBCM wewsbcindustryargi 1Cla wwwJccSaFQArg t"f/ t ,�a. h. Gable Detail For Let -in Verticals If web has a scab brace, then webs over, 48' from Joint to Joint need to be braced with 'L' or 'T' braces. Brace is 90% of member length, No 'L' or 'T' brace required In lieu of scab brace Gable vertical length greater than 48' 'L' or 'T' brace required IT Relnfoi Merck Go Tr Gable vertical length greater than 48' 'L' or 'T' brace required Gable Truss Plate Sizes Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs, (E)Refer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical plates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Examples 2X4 2X4 4 r2X Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nallss 10d Common (0.148'x 3.' min) Nails at 4' o.c, plus (4) nails in the top and bottom chords. Toenalied Nnilss 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, AU015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detall Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED1010141 A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A2003OPEDIDID14 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. IT, Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe -nail - Dr - End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detall). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member, eb Length Increase w/ 'T' Brace Examples ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #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' Relnf, Mbr. Size 'T' Increase 2x4 30 2x6 20 '!. iice\ ii �1 AN IIWCOMPANY 133891akefrontOrive Eat C' ,MO SW m 10VARPID90s REAR AND IMUN ALL Ml1TIS @l TMIS BRAVAtd sOWMAM" FUMSI TIt1S DRAY TO "CONTILAUMS Ysg Install! HE INSTu Refx to and Trusses require extreme care In fabrics hands �p follow the latest edition of BCSI CM(ding Component Safety Information, 6y TPI and SBG) for safety irsetlees prior to performing these funetiom Installers shall provide tempo bra per BCS1 >rtees=noted-othanelffi.=top chard:zbaR-bare-orape�=attached_strmtwu--fa-ti-r-ar- o3taLehord shall have a properly attached rlpYl ceWnp, Locations shom for pernanent rtbYTfestrah�f-web J or EBill,et is oppttobte. Apply "Plates to each face shalt have and of truss and dng Ins all shown above and on the Joint Befalls, sinless noted otheMse. pan Installed par BCSI sections the Refer to droetngs 16M-Z for standard plate positions. Atpine, a dvlaion Of ITV BuAdr�o Ca+pane►hs Group 7ne ahotl rot be reapanaYde for anY deviation fran this rYc.1n0 any fallsae to bu[d the truss In confornarce .kh ANSI/TPI i, or acr hnndUrq. sNpptp F.stallotbn 6 bracY,g of trusses, A seal On this d^ark.p or corerp� gsihp thh drowip, hslcntes nsxeptarce oP professiosml erpMerYq ��tyy salNy far the shnrn Trx sukobMNy and use of this s>t'QflO'p for arty strseSsrHx resporuh!!ty of six lsidF+g BeslStner' Pn' AIST/iPI 1 Sec2 n - For more �ornatlan roe this job's; rates page and those web sites �. ,. <ar� _..�...,�,_ . , ,rr ....... t ..,. , k n�i5 no 047eaa 1S * - - 9 .yy Srgi OF W+` a *' �c'^'4aal 3„ �l•�S dONAL �6`v av a" k w�.snsensenmssnasos,�ssra .•.•.•.-- '""""�°'" <.._«............_..�...<... �+ MAX. TOT, LD. 60 PSF REF LET -IN VERT DATE 10/O1/14 DR_W_G—GBLLE_T_IN101-4 _ _ DUR. FAC, ANY a MAX. SPACING 24.0 r Hip Frame Details W4X44, Min, 24' TYp. i W1.5X3 Typ, 2x4 Chords W3X4, Min, 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. 2x4 Purlins Setback] Hip Frame Common T es Stepped Hip System Trusses #1 Hip Pitched and Sheathed Chord Area Hip Frame* B Bottom Chord W3X4, Min, 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 2 6' o,c, maximum spacing, See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required, 'R' Hip frame chords may be trimmed up to 2' to fit, purlins must be intact and property attached. Hip Frame ection B-B I-F— Setback Stepped Hip System Trusses Use this detail ASCE 7-10, 180 for, 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, Structur 4 anets must be properly attached directly Residential, Wind TC DL=4,2 psf, Kzt=1,00 To hIn,%%'�P_@d11Nhwrlins. TM MAWM vnGnITANT.: euRta�'I s D>arnvMDBxFdTo1°`AI` �rn+rRncTm+s acLUD nlsrauERs Trusses require ertrenr core tr, fabrimting, hAruBing• shipp4q, InstnlU,p nrui bracing. Refer to anti P� GEN �ji ' �\ S� REF HIP FRAME DATE 10/01/14 fallow tine latest eNtlon of ;ES (BueNng Canponwnt Sofety Infornn<bn, by TP[ and SBW for safety brad�g BCSI. n1 N DRWG HIPFR1801014 pr c<Ices pNor to performing these iunctbna. GstnUms stall provide temp y per Unless noted otherdse, top chord shall Imve properly attached stncturaea'th4,o anrd batten d,ord _ * = shall have a properly attached ripitl cellaig locoYbns shown for permanent lateral rostraht of webs, shall have hradng Installed Per SCSI sections 83, 87 or H10, as applicable. Apply plo<es to each face of truss nntl ppoos tbn as shown above and on the Joint Details, ess noted otherwise. S+ A E O� iv1 tT1N OOIviPANY Refer to drowings IWA-Z for standard plate pashlom Alpine, a 4v151on of ITV BuUd4ig Canporr is Group Inc shod mt be responsWle for an yy deWatbn from this drndn0, any faDure to 11 the truss N canformnce dth ANSVTPI I, ar for hnntlUn9, shlppino, .0 .p ' Q 1 } P, li(f` Inatallotbn 6 bracing of trusses.„ A seal on this drnaNp or [nvm page LL^.taN�g, this drare,g, Y,Awtez n¢aptame of professional Th. V� �a� ,Oyt5,G,�'6'6y"�•t\,``a��,,�� for any erGk�eernstwcturerespor 1. thesdNre y���the oP t7w Mang Deslpner per.ANSLITHS�� Eatlh C yeMO l D6- For more Informtbn see this Job's gemral notes and theseskes�A' ALPINE, wwwalpineitw.conl TPD www.tpinstargl SBCA, wwr•abdndustryorgl IM—kcsafaarg ja I�" Valley Detail - ASCE 7-101 160 Mph, 30' Mean Height, Enclosed, Exp, C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, DF-L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, )Kx Attach each valley to every supporting truss with, (2) 16d box (0,135' x 3,5') nails toe-nalled for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1,00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp, D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted In lieu of fabricating from separate 2x4 members, All plates shown are ITW BCG Wave Plates, 3X4 12 12 Max, 2X4 X4 ie- 8-0-0 max --i 4X4 Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, same species and grade or better, attached with 10d box (0,128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014, Top chord of truss beneath valley set must be braced with, properly attached, rated sheathing applied prior to valley truss Installation, Or Purlins at 24' o,=, 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'. Pitched Cut Bottom Chord Valley 4X4 Valle Spacing 2X4 �-Tr Square Cut Stubbed Valley Optional, Hip Bottom Chord End Detail Joint Detall oe-nalled 12 12 Max, I X3 1X3 6-0-0 1X3 SX4/SPL (Max Spacing) 1X3 2X4 Q aG\r SQ 20-0-0.(++) i Supporting trusses at 24' o.c, maximum spacing. tlTph l l rilJllrlry� "VARI(Mee Row AND FM1W ALL h81TE.c DR THIS DRAVtM9 `` 6e y'+ TC LL 30 30 40PSF REF VALLEY DETAIL ot1PORTANTee FURNISH DIES DRAVW TD ALL C ONTRACTORB VC 10M THE RLSTNIERS \\ ;. Trusses rrgl! xtr—e core In FabrkatbV, handling, shipping, InstalUng and bracing. Refer to and �`<�+}`L � f j,' ' �'C DL 20 15 7 PSF DATE 10/O1/2014 Fotloe the lotrrte edltran of SCSI (DuAd4ng Canponent Safety s lnfornoticn, by TPI and SBCAh for safety +� C r '�`` pr ctkes Prior to performing these furxtl— Inotollars halt Pravkte tergornry bradn0 par BCSL V W,I ss noted other lr top chord shalt have properly attached str-t—1 sheathing and batten chard _ � BC DL 10 10 10 PSF DRWG VAL160101014 shall have a properly attached rigid ceding. Locations shorn for permanent lateral restraint of vbs F7 r�-� shalt have bracing Installed per SCSI section B3, S7 or B10, as applicable. Apply ptates to each face , , Be LL 0 0 0 PSF t' I U 1 of truss and p-M. as shorn above and on the Joint Details, ui� loss notrd otherwise. a — __ _ Refer to dra�Lngs f60A-Z for standard plate posrtlons. i% Atpme^ drlTvB�-rbp�o�pa�„r^t,:-C,rn,,-la^st=ba.spae,sifAefe_-a^ d�r�e_"_art-fr°^ T2-1T LD._6_0_ 55 57PSF AN UWQiMPAW thls drawing, any fallure to b.Rd the truss In conformance sith ANSI/TPI 1, or for handtlnp, sNpp g, - - lT InstaUatkxn 1, broc4,g of trusses ��. - A seal this drodng or cover page UstYng this droeft. Md-tas acceptance of professknal ," ^ rngv,earlro responsmrut solety Far trm drskrn shorn. The swtmuty aw use of ws draw:g .� l„'7 ('3 f, 1 s� j1UR.FAC,1,25/1.33 1.15 1,15 13389 Lakefml Drive For arty sirucprr k rrsponCbRKy of tfir BWrBrp Desgrwr per Nast/TPI 1 Srr2 - I y 1 t� �V EaMCily,M083345 For more Inf—tlon see this Job's generot notes Pape and these seb sIt.. ,�/, ,�ta SPACING 24,0' ALPINE: resalpinelteconl TPI, eer.tpb,st.org, SBCA, ese.sbcind-try.orgl ICC, en.kaofe.ar0 /i L7 a< ha 'srrrHHRUl::>.e�a Piggyback Detail - ASCE 7-10i 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind DL= 5.0 sf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1,0 --- --- - =Naofei--Tap chords of trusses= uppor-ting piggyback cap trusses must be adequately braced by sheathing or purtins The building Engineer of Record shalt provide diagonal bracing or any other suitable anchorage to permanently restrain pur(lns, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c, detail Is not applicable IF cap supports additional loads such as cupola, steeple, chimney or drag strut loods. fir Refer to Engineer's seated truss deslan drawing for oinovoack and base truss specifications. Detail A 1 Purlin Spacing = 24' o.c, or less 12 Up to 12� ry o.c. max I —Top Chord Scab (Typical Each End) Flat top chord purtins required at both ends and at 24' max o.c. spacing in between, Detail B ' Purlin Spacing > 24' o.c, Piggyback cap truss slant nailed to nil top chord purlln bracing with (2) 16d box nails (0135'x3.51) 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. 12 Attach purlln bracing to the flat top chord using a minimum of (2) 16d box nails (0.135'0.5'). Up to 12 V II II 4' Purlin Spacing) \\ I \\ / I I I I 24' o.c. max Full Flat top chord purtins required at LTop Chord Scab (Typical Each End) Chord Depth both ends, purlln spacing > 24' o,c, Note, If purllns or sheathing are not specified on the flat top of the base truss, purllns must be Installed at 24' o.c. max. and use Detail A. ..wAMMia. READ am FaU.0V ALL N=S ON r1aS MAVDxa ,,._ gRrsf,� ..DtPQ1TANT, FROM THIS DRAWNG TO ALL CRSTRACTDRS TNMU1311G THE INSTAU"& o` T Trusses require extrane care in fabricating, handling, shipping, Imstalung and braUna, Refer to and ` C follow the btest etlltbn of SCSI (Bootle,= Canporent saieTy Alan, by TPI and S6) for safety procticos prior to perforning -these functlons. Installers cW1 provide tonpororyy bwdng per BCSI. Unles noted otharNse, top chord shoo have properly at siructwal shoatNrg and bottom chord shall haven properly attached ritildBCSI seeing. L113, B7 o sheen for perrwnerrt loternl tesirolM h ebs O shall have and r1si installed Per BCSI sections the J or DWO,etails, as appticabte. dot pintos to each face of trust and ppoosition a.-Z ear s andar and . the Joint Reface, unless noted otherwise. Refer to drn.ings 160A-Z for standard pWte positions. Alpine, a tllvisbn Dc ITV Bull�na Components Grouupp Inc, shall not be respansl6le for Zr,evintlon from AN fI'WCGMRANY this drawing, bracing ing of to build the truss In conFarnc. sh with t be re i, or For h¢ndtig. shipping, 31�jA � ATJ ©� nLl sal. o L bradro of {ri,pee5. A seal on this drnwMp or cover page UsHng this drnwhp, indicates acceptance of professional p, ergMeerb,g nspons¢+Nty solely far the design sM— T)x sWt0P and use of this dreehg s� 0 13389 Lakefront Ddi for any sG�uuct,.'e is the responsaiity aF the 1§tlldag Designer per ANSI/iPI 1 Ser2 gdfp tE�.1-�1 Earth City, MO 63045 For more I.F-hation see this ,Job's general notes page and these web sitos- '"��,' ALPINE, w.►ataaleitxconl TPB wwwtobstorm SBCAN eww.sbcinductryoral ICd wwwkccafoara fi._ 6tlll N17� .�\t Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 03 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x21') at 4' o.c. Attach purlln bracing to the flat top chord using (2) 16d box nails (0.135'x3.5'). The top chord 03 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 & (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, Nalting thru holes of wave plate Is acceptable. w 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'xi.375' nails Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset 8'x8'0/16' <min) APA rated 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) IOd box nalls (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 Ploovback Plate One 28PB wave pl gyback plate to each face @ 8' o.c, Attach �eeth to plggyback at time of fabrication. Attach to supporting truss with (4) 0,120'xl.375' nails per face per, ply. Piggyback plates may be staggered 4' o.c. front to back faces. SPACING 24,0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 �NI�HdS ��+'= y�t?��s.� ,.,vi y�CC� osv� V Ma^.457w�q.•.ww 'V= ,o,azs�ai.ww ,I � r4a.•wi� �al9www ,�N,d,b Sa;ls qaw ase puv e8vd saiou louaua6 s,goj sl41 ass uo vuuo ui auou uo GM90W'N!3que3 `� q� y� *11•l Q� -esn I Idl/ISNtl uad a GWvq o4; do k4ro%s-&s ayl, .1 �s A- Ad 0A a* "a 0 a= P_ f4nlgvipls wQW U%Sap a4; •rod Rialos M;rjgr(mdsa.(� 5MW4 8 en!,p Iuo,ya�el68EEl '7d- 'Nna . 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Ald al6uls Ao3 luo P1110A sl u6lsap sl4l ,4agwaw-qam jo pao4o ua>lo•Aq 4}lm ssn.+} -o 4o,4 s Aloda A sa10loads '6ulMo Ap -s141 ua>jojg J0 pa>JD-0J3 STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' OC MAX, LENGTH T0� ILLER EXISTING FILLER — SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, — USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR -FALSE FRAME CHORDS. — USE #3 OR BETTER OR STUD (900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS. — LOCATE VERTICALS AT 4'-0' D.C. MAX., OR SEE NEXT 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' D.C. FOR A SINGLE —PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD <MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING), BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' 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 THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. SPACING AND IOPSF MAX, CEILING LOAD,, WITH THE EXCEPTIONS nlnTP-n ON THIS SHEET i USE THIS DETAIL F❑Ri ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITI❑P RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME. 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, BER 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, ❑R CHANGING LOAD CONDITIONS OR SUPPORT CONDITIONS. BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION, SHOP APPLIED — USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, — IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL <JOINT SPLICE). FIELD APPLIEDI — 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 BLE — MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0,113x2,5') @ 3' O.C, AT THE FALSE FRAME HEEL JOINT IF DESIRED. — VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH <4) 11 GAUGE (0,120') x1,375' NAILS INTO EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS), — IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN, BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX (0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT CONE FACE ONLY), "IMPORTANT � THIS READ DRA MeFOLLOW LALL t°f�TRAC ON INUMIN � INSTALLIxs `���`'`��G� tvly jYo�/+y REF BC FILLER Trusses require ertrene care In Folarl-Ung, handing, shlpp Instal and brochg. Refer to and folio. the latest edition of Best ® ng camponrnt safety T orn¢tan, by T" vM SBC. far safety `` Q� %GENS 1�'�,y DATE 10/01/14 pprr66ctices prior to perforNnp these functions Tnstniters shall provide temporary �b memo per BCSL ��� �r _ rp UNe66 noted otherwise, top hard shalt have property attached structural sheatNng and bottom ch N DRWG REPBCFIL1014 shall have a properly attAched Hold telling. Locations shown For pernanent lateral restraint of robs stroll have brndnp Instnlltd prr BfSI sections H3, B7 or BIg, as npWicabte. Apply plates to each fncr ` - aE-tr s-nM-podtbn-ns-shorn_¢bov¢ ontl an tho hYlt BrtnYs, uNaes notetl othentse. Refer to drarhgs—T6HATfor'stan6nra-pt¢�t—post _ _ — _ _ - Alpine, a division of ITV Bu0.dirq Components Group lne sh¢U not be responsible for any devlu fr0�- AN OW GOMPANY ttds drorMg, aM Fa6ure to build the truss ?n ranfornnnce with ANSLTP[ 1, oe• Far handling, sNPPIng,- 4tstallatbn 6 broeNg of trusses. A se¢t on tNs drawing or cover pax ustbre this drnrh+g indcates neceptw ce of professiagl r.:ponel�y 1t�yv sae<y far tnr dry sr o.ti The s awmrcy and �r ¢f this a a.a� ® C3 �i 1�4�. 733gg Lakefront bdve for ruetur — _'" ro�ons6AltY of tM BWlesng Bo�grter p¢r ANSI/iPI t Sae2 �i+��f7 F�1, �� Earth City, MO GDdva For more Information see this Job's general notes page and these web sltes, +,y ^, 1 G.�v ALPINE. wrwnteawib.rea, TPB wre.tolnst.oral SBCA, w—slacindustryoral IC0 wwJ[esafearg ' few Lsttl 16 Y. 1,0 - -SCAB 2X-4 OVERHANG-DE=T=ATL=- - -- - ASCE 7-05 120 mph wind, CAT II, EXP C, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 ft Mean hgt, located anywhere in roof, 30.00 ft Mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00, 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 (0,128fx3,0', min) nails at 8e o,c, plus clusters of four nails where shown in figure below <), NOTE: #2 is the minimum lumber grade allowed for all species NOTE: Add 210# uplift (max,) to reported truss uplift for wall connections, ■■1tdr0lrANr.: � > u40 mvmc mL°&LALL mums n�muMAVMmnc Tw MMUM \`���J�v �e���i��'`+ TOTAL TOP CHORD REF 2X4 SCAB O.H. Trusses requlro extra'. care In fabricating, handWg, shipping, Installing and bracing. Refer, to and 1-1 ury. �pENSF LOAD NOT TO DATE 10/01/14 fdlor the latest edttlon, of SCSI ®u4dng Component Safety Infornatlon, by TPI and STICA) for safety ` C� EXCEED 40 PSF Arne tk¢s prior to p.rfarntng these iunctlons. InstaUars shall provltle tenporary �brndIg par BCSL Unt ss no other ir., top hard shah h property atwaed struct,t ah.tt<tlng and button chord ' g No (DEAD PLUS LIVE) DRWG ❑HSCB2X41014 shall have a property attached rigid calling, LOcatlon. She Far pernonent lateral restraint of rebs .Intl have and pe.I installed per above and on the J or Hit, as aN... no Apply plates to each face il�Ilfll —J I of truss and Audit on aS sham ahav¢ and tin¢ Joint Detaec, uN¢cs noted otherwise. Refer to dmaings 16OA-2 for standard plate pe.ltlons. AT -OF Alpine, a division of ITV Bu&dng Components Croip Inc shalt not be responsible far any deviation from � CJ AN rrWCOMPANY this tlrarl,g any Fn4nme to bJt the truss in confornance vith ANSI/tPI 1, or for ImMUrg, shipping, inatOUation L brocin f trusses. ,O\ ) A seat on this dru.Ing or cover page Usti g this dmving, indicates acceptance of professlamt 9� 4 0 A, V ��`w�. ra yy satiny far the dest{yn atom the suitability -4 use of this draft �s fly„ �. e��a DUR, FAC. 1,15/1.25 Carfar ahy�re tlm respals641ty of the B,sldlg Designer par ANSI/M 1 See2. 1300g Lelont Drive For none Infornation see this job's general notes pogo and these sale sites A4ff ff �� �tttt\\ SPACING 24' Earth City i .M063045 ALPINE, wrAlpineltll.con, 7Pg vvvtpinsL.orgi SItCA� rw.sbcW4stry d ICG wrJcccafearg 4 If \\ 12 (2) 16d TOE NAILS O !VARIES OPTIONAL SCISSORS BOTTOM CORD i (2) 16d TOE NAILS B-0-0 MAX. SPAN i TYPICAL END JACK (EJ) i N.T.S. 12 (4) 16d NAILS I VARIES � See Connection Detail l I OPTIONAL WEB CONFIGURATION —(4) 16d NAILS See Connection Detail TYPICAL CORNER JACK (CJ) N.T.S. TYPICAL CORNED' SET INSTALLATION I TILE: SHINGLES: TOP LIVE LOAD: i 20 20 TOP DEAD LOAD! 15 7 BOTTOM DEAD LOAD: 10 10 TOTAL-1 45 37 STRESS ZINC. 1.25 1.25 WIND DESIGN: MAX. 160 MPH PER ASC_E_Zt0_HM 24p O.C. _ I **WARNING** Read & Fdilow all notes on this drawing. Furnish this drawing to all Contractors including the installers. EJ a! a End Jack EJ i- eveled Jack (BJ) _ M m Lr m' n CONNECTION DETAIL (2) 16d GUN NAILS m FOR EACH LOCATION SHOWN TOP & BOTTOM MAX.Top 2x4 SYP Nailer 16" Long Goc�l 6-0" & Bottom use 16d Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. OPTIONAL WEB CONFIGURATION 12 VARIES B (4) 16d NAILS /��_ See Connection Detail TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. 10- MARTt9,s ® N 0® rcz STATE OF : 1 p' w ORI L j -°®dffffll9l: I i r � MANUEL MARTINEZ, P.E. FLORIDA REGISTERED ENGINEER LICENSE # PE 47182