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HomeMy WebLinkAboutTRUSS,y _`,ff - CRANE I COMPONENTS �7_u�; eftnL1l 19900 Independence Blvd. Iroveland, FI 34736 oniponents, ELc one: (352)429-942I' (352)429-0304 ` Fax: (352)429-7429 -Job Information: Address: Customer Name: Creekside Lot 6 DR Horton 8624 Cobblesto6e Dr Description: City, State, ZIP: 4EBB 1828-Cali "C" Fort Pierce, FL Cover Sheet Order # JOB # 36CS00066 Printed: Fri, May 11 2018 FOR Name and License Number: a�vu�+rasy .... vaaaaca.avaa. RoofLoads: Floor Loads: TC Llve: TC Dead: BC Live: BC Dead., TC Live: TC Dead., BC Live: BC Dead., 20 7 0 10 0 0 0 0 Bldg, Cade: Wind Sid: Wind Speed: Bldg. seage: Building Type: Wind Type: FBC 2017 RES ASCE 7-10 160 Residential - CAT II I C MWFRC & C&C W/M Pages or sheets covered by this seal from: 1 thru 24 ITotal 24 # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO # DESCRIPTION SEQNO 1 Al 2 A1A 3 A2 4 A3 5 A4 6 AS 7 A6 8 A7 9 ABG 10 B1 it 82 12 B3 13 B4 14 B5 15 B6 16 B7 17 BB 18 DIG 19 C1GE 20 EJ7 21 BJS 22 8J3I 23 W1 24 0J7 Digitally signed by Manuel Martinez rUS, iTrustACES Businessanuel Representative,ou=M AND E ASSOCIATES P.A., cn=Manuel Martinez, s {i 0.9.2342.19200300.100.1.7=A07098000 ap►• • 0001_4B4CCF8FE960000211F Date:2078,oS.t 1 15:17:26 04'00' i n it Adobe Acrogat DC version: 115P 2015.006.30417 40 015A 38IIFF 56 8180 88 7F48 00 99 2E95 FB :�Ir Itarn Aus taccvti mledr7sdgnadaaxd :salad by lAarvsc1 Marttnra, ?E(FL. W.047WI an the 610SIMwnab¢ t.d09a SNA-1 tfwU.=AMnot cowdrrnd 4addsnd: lad itia4iancnfle met tm vedficd�acrBdactmtds =;,Iax. FILE COPY I Page 1 of 1 V If t Job Number: 36CS00066 Ply: 1 SEQN: 6682521 T10 / COMN 4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" Qty: 11 FROM: AH DRW: Truss Label: Al Wgt 224.0 Ibs ;_ /. ,.. 05/11/2018 i 6'4'9 T10',9 17 19'10' 25'32 r 31'9'7 33'3Z 39'8° r t' 64'96'5°74 '•° ` '- �� 64"9 1 F=5X6 I2X4 e4X6 a3X4 =3XB iO3X4 i--4X6 1I2X4 SEAT PLATE RECL 1'1. 62'13 59"3 6'2'13 + 12' 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 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 it 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. 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. SEAT PLATE REQ. 39'8" 5'9"1 5'91 2'0"1_ 5'9'3 52"13 1 1' 257'1 + 2T8' 33'5'3 39'8" Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.187 O 999 240 B 1654 / 709 1961 / - 1445 18.0 Lu: NA Cs: NA VERT(TL): 0.479 O 999 180 J 1654 / 709 / 961 /- /- / 8.0 Snow Duration: NA HORZ(LL): 0.078 L - - Wind reactions based on MWFRS HORZ(TL): 0.140 L - - B Min Brg Width Req = 2.0 Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.666 Bearings B & J are a rigid surface. TPI Std: 2014 Max BC CSI: 0.600 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.593 FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1114 -1906 B - C 1492 - 3056 G - H 1255 - 2428 C - D 1227 -2466 H - I 1228 -2467 D - E 1254 - 2427 I - J 1493 - 3057 E-F 1114-19W J -K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B - R 2673 -1193 O - N 2105 - 826 I R - Q 2670 -1193 N - M 2671 -1195 Q - P 2670 -1193 M - L 2571 -1195 P - O 2104 - 801 L - J 2674 -1194 w'a o. Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. • . R - C C - P 276 - 5 418 - 596 O - G G - N 494 464 - 777 -164 r�+c STATE F" s ,� �ffi.p�,,__ � P - E E - O 464 -164 494 -T76 N - I 1- L 418 276 - 597 -6 F-O 1385 -751 40 015A38 FF 56 8180'BB 7F48 CO 99 2E 85 FB 0A Iternlraa beds a{adrentc*Apad And aaalad by rAa .l Martb=, PE. (rL. W.017192t on the datmshawa above Wng a Sri.a" •1 MAhena dznrrda.. tads �xarthis doeraa¢mtmmnnt=Wdmed 04nasdand=lad arad the.--.Arl amcnticw"za4am�t t4*uifid an wv l«tmri: C'VIDL. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building i Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. 'Installers shall provide temporary r BCS1. Unless noted d1herwise,t0p chord shall have properly attached structural,sheathinp and bottom chord shall have a propperly gid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, le. ADDty Dlates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. kefer to a division of TPI 1, or for ni aacceptance c ny structure ral notes page and re to build the cover page The suitability � L I Job Number: 36CS00066 I Ply: 1 SEQN: 668255 / T13 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C Qty: 1 FROM: AH DRW: Truss Label: A1A I Wgt 260.4 Ibs .. / ... 05/11/2018 I f 6'4°9 FT10",9 144"7 19'10' + 22'6"41 268° + 319'7 33'3+7 6'4"9 1'6" 6'5"15 5'5°9 2'8"4 4'1°12 5'17 1'6" F_6X12 G 1112X4 ,03X4E 12 F14&4X4 6 (a) M b (a) ®3X6 �3X6 D (a) 1 03X4C J%3X4 BH071 T (a) P�10X10 N (a) N B4X6(A2)B :�!K-4X(3(A2) 13m A L U 112X4 = X6 m X4 a 6X8 32X4 ®2X4 =4X10 SEAT PLATE REQ. I SEAT PLATE REG. i- 39'8° 6'2°13 5'9"3 12'0"1 5'9°t 4Z 4' 6'5"15 6'6"1 1 J 6'2"13 12' 14'0"1 19'10" 22'8" 26'8" 33'1°71 39'8" �1 Loading Criteria (psq Wind Criteria SnowlCriteria (Pg,Pf in PSF) Def lCSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf N I Ce: NA VERT(LL): 0.244 G 999 240 B 1561 1708 1960 / - / 445 18.0 BCLL: 0-00 Enclosure: Closed Lu: NA, Cs: NA VERT(TL): 0.669 G 999 180 K 1561 / 708 1959 / - / - / 8.0 BCDL: 10.00 Risk Category: it Snow Duration: NA HORZ(LL): 0.128 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C 1 HORZ(TL): 0.240 M B Min Br Width Req = 1.8 Mean Height: 15.00 ft K Min Big Width Re 1.8 NCBCLL: 10.00 TCDL: 4.2 sf Code / Misc Criteria Creep Factor. 2.0 9 q Soffit: 2.00 P Bldg Code: FBC 2017 RES Max TC CSI: 0.613 Bearings B & K are a rigid surface. BCDL: 5.0 psf I Bearings B & K require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Stdf 2014 Max BC CSI: 0.599 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.980 Loc. from endwall: not in 4.50 ft FT/RT: 0(0)110(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, HS VIEW Ver: 17.02.02.1208.16 A - B 27 0 G - H 1424 -2568 Lumber B - C 1489 -2859 H - I 1743 -3379 Top chord 2x4 SP #1 C - D 1225 -2257 I - J 1722 -3418 Bot chord 2x4 SP #1 D - E 1252 -2218 J - K 1477 -2841 Webs 2x4 SP 93 E - F 1112 -1740 K - L 27 0 F - G 1509 - 2514 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Or 1x4 "T" reinforcement. 80% length of Chords Tens.Comp. Chords Tens. Comp. web member. Same species & SRB grade or better,�1) 1� B - U 2497 -1190 R - Q 20 -9 attached with 8d Box or Gun (0-113"x2.5",min.)nails -. 6" oc. rar�e� U -T 2494 -1190 P - N 2985 -1303 � T-S 2494 -1190 O-M 36 -15 Wind "" �� S - R 1920 - 800 M - K 2477 -1179 Member design based on both MWFRS and C&C. No 0471$2� e � Maximum Web Forces Per Ply (Ibs) 0 Webs Tens.Comp- Webs Tens. Comp. • t U-C 276 -5 P-G 195 -122 C - S 416 - 608 P - H 601 -1075 '�"mr STATE 0 F + S - E 463 -160 H - N 807 -357 E - R 494 -720 N -0 114 -4 ¢� F - R 42 - 515 N - M 2557 -1218 s , o* ° y+�s F - P 2273 -1098 N - J 527 -162 °01° R-PQ 1829 - 7 M - J 3W - 685 40 015A38'jFF58 81B0 8B 7F 48 0099 2E 85 FB rfbandi&ala0 by Ltaa lMarttnrs, PE (R. Lk.047182) on the data sfurwu above using a SAJ1,1 Ptland ccpi=oftfi8 docuaa Azle not ccnsil and stgtutdandsealad and ba-sertfe:l onugdxtraok cs:ylos.. "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS > reqquire extreme care in fabricating9 handlingg shipping, installing and bracing..Refer to and follow the latest edition of BCSI (Building nen[ Safety Information, bVy TPI ana'SBCA) toy safety practices poor to pertorming these functions. Installers shall provide temporarryy per BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly d ricq]id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, icable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. fkefer to Is 160A-Z for standard plate positions. a division of ITW BuildingqComponents Group Inc. shall not be resp Insible for any deviation from this drawing any failure to build the conformance with ANSI/TPI 1, or flir handling shipping, installation'and bracing of trusses.A seal on this drawing or cover page this drawingg indicates acceptance of pprofessions engineering responsibility solely for the design shown. The suitability ie of this drawing for any structure is fhe responsibility of the Building Designer per ANSIITPI 1 Sec.2. more Job Number: 36CS00066 Ply: 1 1 SEQN: 668250 / T9 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: A2 Wgt: 246.4 Ibs .. / ... 05/11/2018 64°8 T10' 12'4"7 19' 20'8' 2T3"9 31'10° 33'3" 39'8° 6'4"8 11 4'5"14 6T9 1'8" 67'9 40 1'5° 6'4"8 m5X8 z!15X8 F G m2X4 m3X4 R33X6 m3X8--3X4 a3X6 r=3X4 ®2X4 SEAT PLATE REQ. SEAT PLATE REQ. 39W 6'2'12 + 5'10°3 +1'11"1 51"12 +1'6"4 5 1" 0" 5'10"3 6'2°12 12'0'15 14' 19'1'12 20'8 25'8" 2T7' 33'5"4 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: 3.97 ft Loc. from endwall: not in 4.50 it GCp!: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 91 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) Pg: NA Ct: NA CAT: Ni Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Deft/CS1 Criteria PP Deflection in loc Udell U# VERT(LL): 0.156 P 999 240 VERT(TL): 0.428 P 999 180 HORZ(LL): 0.068 M - - HORZ(TL): 0.126 M Creep Factor. 2.0 Max TC CSI: 0.444 Max BC CSI: 0.536 Max Web CSI: 0.665 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 No 047182," 40 01 5A 38 FF 5B 8180 6B 7F48 00 99 2E 85 FB Thu temhas bvm ek 14ned aa9 seatad by MxmAmarttnaa, PC(°-L. tie. CA1ur2( on the dalr shaven abam wing a S%A-1 authantict5raseaJe. e�tnd cr�tasorthCs doex..ecaan not escdaeaod s�nxxf �d scaled and the �iF«Z a�enti:a33cc cola Hunt bh ryedtaxd ras aaydedrank c=lm ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B 1561 1710 / 964 /- / 428 18.0 K 1561 1710 /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. Camp. A-B 27 0 G-H 1149 -1820 B - C 15M -2823 H -1 1352 -2348 C - D 1333 -2384 I - J 1333 -2385 D - E 1351 - 2345 J - K 1500 - 2823 E-F 1145 -1814 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 2059 - 951 T - S 2456 -1193 O - N 2059 - 951 S - R 2058 - 921 N - M 2455 -1203 R - Q 2058 - 921 M - K 245B -1203 Q - P 1547 - 603 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ T-C 216 -6 G-P 537 -311 C - S 309 -440 P - H 474 - 697 S - E 426 -151 H - N 427 -153 E - Q 472 -694 N - J 308 -438 F-Q 541 -377 J-M 216 -8 Q - G 317 - 297 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, handlingshipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI and SBCA) r safety practices prior to performing these functions. installers shall provide temporary r BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a properlyry gid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, le. AoDIV Dlates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to a division of iPl 1,ortor n acceptance any structure failure to build the g or cover page in. The suitability web Job Number: 36CS00066 I Ply: 1 SEQN: 668248 / T8 ! HIPS 4EBB 1828-Cali "C"!DR Horton /4EBB 1828-Cali "C" `I City: 1 FROM: AH DRW: Truss Label: A3_- Wgt: 238.0 Ibs / ... 05/11/2018 6'4°9 Tt0"r9 124'8I2T3'8 3t'97 3I37 39' B° t• 6+Nr +'BI { 6'4 74VV N"15 711 52N m6X6 F G I I4E H 12 C3 ®3X4 6 R 3X6 o3X6 D m ®3X4C J%3X4 a4X6(A2) B Km4X6(A2) A L 32 T R Q P O N M 12X4 �3jC4 3X6 �M m3X4 =3X6 =3X4 12X4 SEAT PLATE RECL I SEAT PLATE REQ. 39'8' rT 6'213 5'10°3 I1'11" 5'614 3' i 5'10'3 6'2"13 1. 6'2"13 12'1" 3112 228" 258° 1'11' 335°3 39'8' I14' ~2� 1F 7.1'12� Loading Criteria (pso Wind Criteria SnowlCriteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NAI Ce: NA VERT(LL): 0.155 P 999 240 B 1561 1712 1965 / - / 387 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.425 P 999 180 K 1561 / 712 / 965 ! - ! - / 8.0 BCDL: 10.00 Risk Category: It Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ(TL): 0.125 M - - B Min Big Width Req = 1.8 Mean Height: 15.00 ft K Min Big Width Req = 1.8 Code I Misc Criteria Cree Factor. 2.0 NCBCLL:10.00 TCDL:4.2 sf p p Bldg Code: FBC 2017 RES Max TC CSI: 0.379 Bearings B & K are rigid surface. Soffit: 2.00 9 BCDL: 5.0 psf i Bearings B & K require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std! 2014 Max BC CSI: 0.453 i Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.685 Loc. from endwall: not in 4.50 ft FT/RT: �0(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 I VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1269 -1955 Lumber B - C 1550 -2830 H -1 1397 -2334 C - D 1378 -2373 I - J 1378 -2373 T Top chord 2x4 SP #1 T D - E 1397 -2334 J - K 15M -2830 ot chord 2x4 SP #1 Webs chord 2x4 #3 E - F 1263 -1946 K - L 27 0 F - G 1203 -1695 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) #� Chords Tens.Comp. Chords Tens. Comp. it B - T 2465 -1239 P - O 2043 -1000 �8®IreT - S 23 -O - N 23 -1000 S R 204043 970 N M 246463 - - -970 - -1267 ip R Q 2043 970 M K 2465 - - - -1267 Q-P 1693 -751 8 0 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. a F . T - C 324 - 6 G - P 412 -328 TE 580 C-S 324 P-H 412 -466 -580 ��� S - E 383 -160 H - N 382 -161 E-Q 412 -580 N-J 324 -466 F-Q 561 -334 J-M 230 -8 Q - G 231 - 227 ONA I 4• oil SERIAL 40 015A 3$ FF 5881 BO 813 7F48 00 99 2E 85 FB Eislr It¢mhaa t+.¢¢�al¢drroxtca�ysi�n¢d auxxi.calad Ery iAztarel Marttncz, P£ jft. ttc.C,i746Z� oer thsa c4att 51kaw6 atnwa rr.".ng a SNA•1 act3r¢nt§caticros etc., I pmtrd copon altL da�.+t wo not csaasidcaad: n&dandxand and theV_A•S onamyd¢ctforAt cmylas.. -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 artd bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, byy TPI and SBCA) tar safety practices priori to performing these functions. Installers shall provide temporartyy bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attacheU rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, as applicable. Apply plate. to each face of truss and position as shown and on the Joint- Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions_ Insible Alpine, a division of ITW BuildinlComponents Grio p Inc. shall not be resp for any deviation from this drawing,any failure to build the truss ANSI�I PI 1, for hanng installation'and m conformance with or shipping, bracing of trusses.A seal on this drawing or cover page_ , Stthis drawing indicates acceptance ofr�essrona engineering responstb(Itty solely for the design shown. The suitabtllty and use of this thawing for any structure is e responsibility of the Building Designer per ANSI/TPI 1 Sec.2. • For more information see this iob's general notes page and these web sides: ALPINE: www.alpineitw.com; TPI: www.tpinstorg; SBCA www.sbcindustry.com; ]CC: www.iccsafe.org I Job Number: 36CS00066 Ply: 1 1 SEQN: 668246 / T7 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" City: 1 FROM: AH DRW: Truss Label: A4 Wgt 254.8 Ibs / ... 0511112018 511112018 6'4"9 rl'10 12'4"7 15' 19'10" i 24'8" 27'3"9 31'9"11 33'3}7 39'8" 6-4"9 1'8" 4'5"14 r 27"9 4 4'10" 27'9T 4'S"15 +1'6" 64"9 a3X4 �5X8 112X4 m3X4=3X6=3X4 m3X8 r°3X4;3X6=3X4 1112X4 i SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' 62"13 S10"2 1'l1"} 4'10' 4'10" 1' t 5'10"2 + 6'2"13 +1� F + 8'2"13 + 12'0"15 + {1 19'10" 24'8" 25' ' 1�11 �r 33'5"3 39'8" I" ' 2T7 1 Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 It TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.97 it Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA ,Ct: NA CAT: NA Pt NA I Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in too Udefl U# VERT(LL): 0.158 G 999 240 VERT(TL): 0.434 G 999 180 HORZ(LL): 0.067 N - - HORZ(fL): 0.125 N - Creep Factor. 2.0 Max TC CSI: 0.387 Max BC CSI: 0.454 Max Web CSI: 0.464 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 A maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL B 1561.1714 / 962 1- 1346 L 1561 /714 /962 /- /- Wind reactions based on MWFRS B Min Brg Width Req = 1.8 L Min Brg Width Req = 1.8 Bearings B & L are a rigid surface. Bearings B & L require a seat plate. I 18.0 18.0 co Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 G- H 1334 -1958 B - C 1577 -2832 H - 1 1388 -2093 C - D 1411 -2370 I - J 1429 -2331 D - E 1430 -2331 J - K 1411 -2370 E - F 1388 -2093 K - L 1576 -2832 F- G 1334 -1958 L- M 27 0 Maximum Bot Chord Forces Per Ply (Ibs) 11111111toChords Tens.Comp. Chords Tens. Comp. 1 B - V 2467 -1273 R - Q 1831 - 864 MAPJ� •r� V - U 2465 -1273 Q - P 2039 -1026 tie xe U - T 2039 - 996 P - O 2039 -1026 ;oil T - S 2039 - 996 O - N 2465 -1302 S - R 1831 - 835 N - L 2467 -1302 No 047102 w ow Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ as V- C 235 - 6 R- H 278 -172 STATE OF Nk C-U 327 -473 Q-I 404 522 U - E 351 -161 H - Q 546 -372 E - S 404 - 522 1-0 351 -161 t tea"siaatr F-S 546 -372 O-K 328 -473 8 1K - N 235 - 8 G - R 27 SERIALt 4001SA38FF5B81BO8B7F4800992E85FB This aid taaladby mawtl Marut.=. PE (FL. LLt.0471221 on Via daft ttwwa aba tr.3ag a SKA1 aattitne3ratdctittxde imtad captuaftfil do:craoat not ccaur7acrad mass std tulad sad 2ha SHA,S antfocnf,=a ocodamaat faaadfad m myclactmrAc aslos_ "`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 4t Safety Information, by TPI anSBCA) satPety 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 pro pperly ,jid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or 610, Ile. Apply pfates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (Refer to 60A-Z for standard plate positions. of r(PI 1; or for h acceptance any structure failure to build the g or cover pa e_ . rn. The su" blllty Job Number: 36CS00066 Ply: 1 SEQN: 668243 / T6 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A5 Wgt 212.8 Ibs / ... 05/11/201B I 64 1T 19,10" " 3'37 398" 67 874"9 72106-4"9 5X8 =3X4 �Z5X8 D E F 12 6 p 0 1 =4X6(A2) B � A I C' 3X4 io i; HM4i 6(A2) P p N M L K J 1112X4 =3X4=3X6 =3X8 =3X6=3X4 1112X4 SEAT PLATE REQ. I SEAT PLATE REQ. 39'8" 6'2°13 6'9"3 I1' 910" 510" 1' 6'9"3 6'2°13 1 6'2°13 13' I14 19'1D" 25'8" 26' " 33'5"3 39'8" Loading Criteria (psg Wind Criteria SnowlCriteria (Pg,Pf in PSF) Def11CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NAI Ce: NA VERT(LL): 0.172 E 999 240 B 1561 1716 1953 / - 1305 / 8.0 BOLL: 0-00 Enclosure: Closed Lu: NA Cs: NA VERT(fL): 0.471 E 999 180 H 1561 1716 / 953 / - / - / 8.0 BCDL: 10.00 Risk Category: tl Snow Duration: NA HORZ(LL): 0.069 J - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C 1 HORZ(TL): 0.128 J - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code /IMisc Criteria Creep Factor. 2.0 H Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0-446 Bearings B & H are a rigid surface. g 9 Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Stdt 2014 Max BC CSI: 0.558 Bearings B & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.564 Loc. from endwall: not in 4.50 it FT/RT:20(0)/10n Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE I VIEW Ver: 17.02.02.1208.15 A - B 27 0 E - F 1602 -2274 Lumber B - C 1623 -2836 F - G 1425 -2325 Top chord 2x4 SP #1 C - D 1425 -2325 G - H 1623 -2836 Bot chord 2x4 SP #1 D - E 1502 -2274 H - I 27 0 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 - P 2472 -1319 M - L 2006 -1008 1C�# 0� P-0 2469-1319 L-K 2006 -1008 O - N 2006 -978 K - J 2469 -1348 N - M 2D06 -978 J - H 2472 -1348 * Maximum Web Forces Per Ply (Ibs) No 7 Webs Tens.Comp.Webs Tens. Comp. P- �r w P - C 244 -4 M - F 370 -243 +. « C-O 377 -513 K-G 377 -513 ter. D - O 444 -170 F - K 444 -170 OF D-M 30 -G-J E M 300 244 -6 � �, - -381381 SEA" k: 40 01 SA 38 FF 513 8180 BB 7F49 00 99 2E 95 FB Th ltemhnh mkcerm cz /s'f ned Xt1U ldd5y res lMatttncs, PE(fl. M. W192 an the dais shown dE ming a sw,,i authentkmdon Y'utnd x�iax d---at arm not=W dryad i4nrtd =d =alad and 04 VA-1 �VntkZfiMWdOMWk bd xWifi2i Mto las. ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS require extreme qre in fabricating, handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building nen Safety Information, byy TPI and SBCA) foi safety practices priorlto performing these functions. Installers shall provide temporarryy Ber BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, cable. Apply ptales to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise- (2efer to Is 160A-Z for sp ndard plate positions. a division of ff1N 8uildin Components Group fnc. shall not be resp I Bible for any deviation from this drawing any failure to build the conformance with ANSI�PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page this drawing indicates acceptance of ppro-fesstona7 engineering responsibility solely for the design shown. The suitability e of this 9�awing for any structure is the responsib!lity of the 9uildIng Designer per ANSUTPI 1 Sec. 2. M, Job Number: 36CS00066 Ply: 1 SEQN: 668240 / T5 / HIPS 4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: A6 Wgti 212.8 Ibs / ... 05/11/2018 69 11' 16'11"4 21' 22'7" 28'8" 33'3"7 39'B" 64'9 47"7 5'11"4 4'0"12 17" 6'1" N!" 6'4"9 05XB 1112X4 =3X6=3X4 iZ 5X8 D E F G H T io `6(A2) 164 m3X4 m X6 m3X8 m3X4 m3X6 m3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39 8" +493 +3' +I2'11"4 91174 2'9'8I3'8" 4393 6713 1 23"388S2"13 11' 16'11"422'1018 39'B" Loading Criteria (psfl Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA !Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA ' Ce: NA VERT(LL): 0.191 E 999 240 B 1561 / 718 / 940 / - 1264 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.526 E 999 180 J 1561 / 718 1940 / - / - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.070 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.132 L - - B Min Big Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.384 Bearings B & J are a rigid surface. Load Duration: 1.25 psf MWFRS Parallel Dist: 0 to h/2 TPI Std:,2014 Max BC CSI: 0.487 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.487 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1684 -2611 Lumber B - C 1644 -2814 G - H 1676 -2599 C - D 1523 - 2445 H - 1 1522 - 2445 Top chord 2x4 SP #1 D - E 1684 -2611 I - J 1643 -2814 Bot chord 2x4 SP #1 E - F 1684 -2611 J - K 27 0 Webs 2x4 SP #3 Wind Maximum Bot Chord Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Camp. 1j B-S 2448 -1332 O-N 2134 -1115 @tip S - R 2446 -1332 N - M 2134 -1115 eq/ it R - Q 2134 -1085 M - L P 2134 L J 2446 -1361 2448 +, 5 Q - -1085 - P - O 2616 -1373 -1361 o 047162. m Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. m We S- C 198 - 8 G- O 274 - 327 "STATE Of C - R 299 - 377 O - H D - R 373 -177 H M 642 - 397 369 -176 ot AiO - D - P 653 -405 M - 1 298 -377 40� v �� �x P-G 109 -106 I-L 199 -10 s E-P 270 -323 40 015A38 FF 58 8180 8B 7F48 CO 99 2E 85 FB Thititarnietsboom ekctraAca*�Aped=dscaladby?Aa ctMartin=, PEK. ltc.047LE21 on the date shown above w.8ng a SHA-i aa:tliantiratfcacsxda. Pslatad ar�msoStt� d�•�+^�+armoat axnsi,saad siEnrzf and scaled and tFa sHAra authandcadian sack mmt Uvadfied car aey dedmnk cr99nr. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVy TPI and SBCA) 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 attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Join f 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 ANSIl1 PI 1, or for handlia shipping, Installation and bracing of trusses.A seal on this drawing or cover page. _ listing this drawingg indicates acceptance of pro essrona 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 ANSIfrPI 1 Sec.2. For more information see thislob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. into : SBCA: www.sbcindu .com; IM www.locsafe.org Job Number: 36CS00066 ,V -I., Ply: 1 SEQN: 668229 / T4 / HIPS 4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" I Qty: 1 FROM: AH DRW: Truss label: A7 Wgt: 211.4 Ibs / ... 05/11/2018 I 0T r 7'8°12 +13"' 5'3"111 4'8"5 10 5'6°5 F 5'3"11_ 14 T8"B2 =3X4 =3X61112X4 =3X4 =5X6 D_ E F G H I T 0 4X6 T 6`A2'1 =3X4 X6 =3X4 = X8 = X4 = X6 =3X4 SEAT PLATE REQ. I SEAT PLATE REQ. 39'8" 1' 7'10"8 41"8 2I0"3 5'9"13 59°13 2'0°3 41'8 7'10"B 1' r 7'10"8 12' 14'0" 19'10" 25T13 27'8" 31'9"8 39'8" I Loading Criteria (psf) Wind Criteria Sn.-ICriteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.243 G 999 240 B 1561 / 720 / 921 ! - / 223 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(iL): 0.667 G 999 180 K 1561 1720 / 921 / - /- / 8.0 BCDL: 10.00 Risk Category: II Snow buration: NA HORZ(LL): 0.074 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.139 M B Min Brg Width Req = 1.8 Mean Height: 15.00 ft K Min B Width Re = 1.8 NCBCLL: 10.00 TCDL: 42 sf Code /IMisc Criteria Creep Factor. 2.0 r9 q Soffit 2.00 p Bldg Code: FBC 2017 RES Max TC CSI: 0.566 Bearings B & K are a rigid surface. BCDL: 5.0 psf Bearings B & K require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 ,TPI Std: 2014 Max BC CSI: 0.560 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.510 Lac. from endwall: not in 4.50 ft FT/RT:0(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 I VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 2O29 -3246 Lumber B - C 1644 -Z767 H - I 1873 -2960 Top chord 2x4 SP #1 C - D 1811 -2719 I - J 1810 -2719 Bot chord 2x4 SP #1 D - E 1873 -2960 J - K 1644 -2767 Webs 2x4 SP #3 E - F 2029 -3246 K - L 27 0 F -G 2029 -3246 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp_ Chords Tens. Comp. B - S 2395 -1311 P - O 2993 -1625 +fir S - R 2260 -1186 O - N 2260 -1216 R - Q 2260 -1186 N - M 2260 -1216 ¢ Q - P 2993 -1614 M - K 2395 -1340 r Maximum Web Forces Per Ply (Ibs) wo Webs Tens.Comp. Webs Tens. Comp_ ' C - S 405 - 328 P - H 329 -187 wp, S - D 489 -426 H - O 378 -520 `',", D - Q 944 -562 0-1 944 -562 TAT F_ Of: �� Q - E 378 - 520 I - M 489 -426 E-P 329 -187 M-J 404 -328 G-P 228 -303 -i11 14 ILL i I SERIAL W 40 015A3$ FF 5B 8180 8B 7F48 00 99 2E 85 FIB rhrs Item hA. aIzdr j:Rgncd'wd xalad by 1Aarvzsl MarMer, ?£.ix.. ttc.447r82f w the datashown aba Wag a S14I«1 aL'tlitdifaiatkti9&�c_ Nb"d ccpka OIL document ma not cnns3d=d S%"i—d zsalad and the VAz icnt ra4titatvxla mein tevzdfd m asrdectrank a*10 .. "'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingg handlin shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, bVy TPI and SBCA) tot 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 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 f Details, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. l Alpine, a division of ITW BuildinggComponents Group Inc. shall not be responsible for any deviation from this drawin�gg any failure to build the truss in conformance with ANSIlfPI 1, or for handling shipping, installation; and bracing of trusses.A seal on this drawing or cover page_ listing this drawingg indicates acceptance of rofesstonal engineeringg responsibility solely for the design shown. The suitability and use of this drawnng for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00066 Ply: 1 SEQN: 668238 / T12 / HIPS 4EBB 1828-Cali "C" MR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A8G Wgt: 242.2lbs .. / ... 05/11/2018 d9'10" 7' 11'6"4 } 17' I 19, { 10� 22'8" 1 261"12 1 32'8° 39 8" -1 7' 4'6"4 5'5"12 2' 2'10" 65"12 4'6"4 7' T 0 1 m4X12A(B3 m6X8 112X4 m5X6!m4X6 112X4 TC3 .6X6 12 C_­ D TC2 E F G H J ; P PIP"! "Nis AILL PAr L T 4 �12(63) T S R— Q P O N M 1114X4 I15X8(R) =8X12 ==-8X12 =5X6 1114X4 SEAT PLATE REQ. SEAT PLATE REQ. 11'4" �1' 0 M4'4 n Loading Criteria (psi) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT:Ni TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: II Snow Duration: NA EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 0.00 TCDL: 4.2 psf Code / Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std:'2014 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: No Loc. from endwall: NA FT/RT:20(0)/10(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE ' Lumber Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: Bot chord 2x6 SP 91 Webs 2x4 SP #3 :W4 2x4 SP #1: 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. Loading #1 hip supports 7-0-0 jacks with no webs. Wind Wind loads and reactions based on MWFRS. 28'4" 5'8" 5' Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.144 1 999 240 VERT(TL): 0.399 1 999 180 HORZ(LL): 0.022 M - - HORZ(fL): 0.042 M - - Creep Factor. 2.0 Max TC CSI: 0.728 Max BC CSI: 0.525 Max Web CSI: 0.723 Mfg Specified Camber: SEAT PLATE REQ 4'4" 6'4°4 6" 32'9"12 39'2" B. ♦ Maximum Reactions (Ibs) Loc R I /Rw /Rh /RL /W B -116 /116 /30 /- /- /8.0 S 4524 / 2025 / - / - / - 18.0 K 1872 1860 / - / - / - / 8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.3 S Min Brg Width Req = 5.3 K Min Brg Width Req = 1.9 Bearings B, S, & K are a rigid surface. Bearings B, S, & K require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A - B 27 -20 G - H 1427 -3199 B - C 1022 -493 H -1 1427 -3199 C - D 2586 -1160 I - J 1678 - 3751 D - E 459-1040 J - K 1628 - 3574 E - F 459 -1040 K - L 27 -20 F - G 459 -1040 1)lbx°�;ia� Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -T 396 - 857 P - O 3773 -1705 e + T - S 403 -884 O - N 3773 -1705 '" * S - R 1031 - 2342 N - M 3112 -1400 �e e. R - Q 1031 - 2342 M - K 3139 -1407 Q - P 2229 -1022 m Maximum Web Forces Per Ply (Ibs) A) Webs Tens.Comp. Webs Tens. Comp. STATIE Of: ° ws g T - C 636 -156 G - P 1513 - 630 C - S 976 -2197 H - P 433 -639 ., * 4 e S - D 1490 - 2832 P - 1 326 - 673 3968 6 8 -17748 N J - 337 291 Q- G . , E - Q 395 - 461 J - M 625 -145 40 01 SA38 FF 58 8180 8871'49 00 992E 85 FB Wtltatnrmht eltcirp js{gnedaMuaiadbyrd�lMiffi,mar PE (FL. tic.04nn2i un the dal¢ showaabaw tn�%a SKT i =tltrit+°ta.SMn0od& Fsmted cepi" ortlus dmwt Awt not curnidmil signmd and smaiad and the;.::z.A,3 ati'ibcntiiaaicsssode nose be arwdi2d onwi dectmnk tapim "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Aire extreme care in fabricatingq handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI and'SBCA) y safety practices prior to performing these functions. Installers shall provide temporary BCSi. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly id ceiling Locations shown for permanent lateral restraint of webs shall have bracingg inslailed per BCSI sections B3, B7 or B10, e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise: (2efer to 60A-Z for standard plate positions. a division of any its drawin any failure to build the on this drawing or cover pa e_ ie design shown. The suitability I Job Number: 36CS00066 Ply: 1 SEQN: 6682571 T1 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: B1 I Wgt: 240.8 Ibs / ... 05/11/2018 6'4"8 T10"t9 12'4"9 I r 180"1 217°15 27'37 31'9°7 333 f 6.4.8 1. 4'6" I 'T— 5'7.8 3T74 + 57"8 + 4,8• f 1,6•.1 8,4 li ®6X6 i F®5 6 G 12 IE H ®3X4 6 � t4 3X6 �3X6D l 0003X4C I (a) (a) J®3X4 B4X6(A2) B Km4X6(A2) L A jja— T SI R Q P O N M 112X4 =3x4 m3X6 iaU8 =3X4 m3X6 m3X4 912X4 SEAT PLATE REQ. I SEAT PLATE REQ. I 398° F1'+ 6'2'12 1 5'10"5 +ti10"1, 4'1"13 1 36"2 + 4'0"1 �1'10"1t5 5'10"5 I 6'212 1� 6'2°12 12'1°1 I14' 18'1"13 217°15 25'8" 27'6°1 33'5"4 39'8" Loading Criteria (pso Wind Criteria Sno-1 Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pg N I Ce: NA VERT(LL): 0.155 P 999 240 B 1561 / 711 / 965 / - / 408 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.427 P 999 180 K 1561 / 711 / 965 / - / - / 8.0 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 I HORZ(TL): 0.125 M - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code /IMisc Criteria Creep Factor. 2.0 K Min Brg Width Req = 1.8 Soffit 2.00 TCDL: 4.2 psf BCDL: 5.0 sf Bldg C g ode: FBC 2017 RES Max TC CSI: 0.401 Bearings B & K are a rigid surface. 9 Load Duration: 1.25 p MWFRS Parallel Dist: 0 to h/2 TPI Std[ 2014 Max BC CSI: 0.490 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CS 1: 0.565 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 I VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1217 -1885 Lumber B - C 1534 -2827 H - 1 1383 -2340 C - D 1363 -2379 I - J 1364 -2379 Top chord 2x4 SP #1 D - E 1382 -2340 J - K 1534 -2826 Bot chord 2x4 SP #1 E-F 1212-1877 K-L 27 0 Webs 2x4SP#3 F-G 1159 -1618 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Or lx4'T" reinforcement. 80% length of web Same species & SRB or better,1>)j Chords Tens.Comp. Chords Tens. Comp. member. grade attached with 8d Box or Gun (0.113 )2.5",min.)nails B - T 2462 -1224 P - O 2051 -986 @ 6" oc. �. �� T - S 2459 -1224 O - N 2051 - 986 Wind fr �, +� y► S - R 2050 - 956 N - M R - Q 2050 -956 M - K 2459 -1245 2462 -1245 Member design based on both MWFRS and C&C. ra^ Q - P 1615 - 685 Maximum Web Forces Per Ply (Ibs) 4 Webs Tens.Comp. Webs Tens. Comp_ STATS 0, F' T - C 222 - 6 G - P C - S 316 -453 P - H 560 - 327 445 -644 S-E 411 -155 H-N 410 -156 'r, 4 o JID �4N N*' 'ram 0 �� E - Q 445 - 644 N - J F-Q 558 J-M 315 - 452 223 ; »err*- -357 Q - G 250 - 243 -8 soil 40 015A38 FF 50 8180 88 7F 48 00 99 2E 85 FB *ix Ike I I=Ace>ly e{e[tr4 ka psignad sad=I.d by rAaxw�cl Martino, 19c. c47r92f arr thcca2: shown atxi tyingasxn.a as3hertica#�sa'aa Ruud ct�,iasCIL dctiuzssA as nut C—id—d si nr!-d mind Ma tFc 5:W.•2 a°A entKafioazcdcmt t tz acrif3ed cn=Wdmtrarsis dies. I "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT * FURNISH.THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses recq]uire extreme care in fabricatingg handlin shipping, installing arid bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI anc7'SBCA) fo'r safety practices priori 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 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 Joinf-Details, , unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be resp Insibie for any deviation from this drawing,any failure to build the truss in conformance with ANSIPI 1, or for handling shipping, installation,and bracing of trusses.A seal on this drawing or cover pa e_ listing this drawingg indicates acceptance of professrona7 engineering responsibility, solely for the design shown. The suitability and use 0f this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. IJob Number: 36CS00066 Ply: 1 SEQN: 668259 / T15 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: B2 Wgt 254.8 Ibs / .. 05/11/2018 T10's9 12'4'11 16'0"1 1 19'10" 237"15 2T37 31'9"7 33'3"7 398" 6'4"9 16r 4'6" 37"8 i 3'9"15 F 3'9'15 + 4'6" +1'G'� 64"9 '1 w3X4 s5X6 112X4 ®3X4 ®3X6 e3X4 ®3X6 W3X4 ®3X6 -3X4 1120 SEAT PLATE REQ. 11 39'8' SEAT PLATE REQ. Ft' 6'2'13 5'10"4 3'9"15 3'9"15 2'0'1 5'10'4 6'2"13 1� 6'2"13 12'1" 14' 20 1 19'10' 237"15 25'8' 11D 1 33'5"3 39'8° 1' 6'0'1 2 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA ; Ct: NA CAT: N/ TCDL: 7.00 Speed: 160 mph Pt NA ' Ce: NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA BCDL: 10.00 Risk Category: 11 Snow Duration: NA EXP: C Des d:: Des Ld: 37.00 D Mean Height: 15.00 ft .00 TCDL: 4.2 psf Code / Misc Criteria Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) GCpi: 0.18 Plate Ty'pe(s): Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Webs 2x4 SP 93 Wind Member design based on both MWFRS and C&C. Defl/CSI Criteria PP Deflection in loc Udell L/# VERT(LL): 0.154 G 999 240 VERT(TL): 0.424 G 999 180 HORZ(LL): 0.066 N - - HORZ(TL): 0.125 N - - Creep Factor. 2.0 Max TC CSI: 0.383 Max BC CSI: 0A54 Max Web CSI: 0.566 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 No 047102 is 40 015A38 FF 58 8180 BB 7F48 00 99 2E 85 FB fi1,lt Itsm'itsts bsen alsctrask;a"Y/z$yisd a9 asaled by rda=.1 Marth=, PE(Z uc.0473s21 M Hie date slwwnaWni u insa5HT 1 s-cthcrvlcaticss�ala. esd c�,l3rs;eBrtl�.s tlo_crnmzta�mnct wrv3$erad si6rasrand scaled arac tl'.e SN.�3 as:4hstrt.catrsede Host Bin verif?td m aeydectmnk cedes.. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1561 / 713 / 964 / - / 367 / 8.0 L 1561 1713 /964 !- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 L Min Brg Width Req = 1.8 Bearings B & L are a rigid surface. Bearings B & L require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 G- H 1264 -1827 B - C 1561 - 2830 H - 1 1326 - 2020 C - D 1395 -2372 I - J 1413 -2333 D - E 1413 - 2333 J - K 1395 - 2372 E - F 1326 - 2020 K - L 1562 - 2830 F- G 1264 -1827 L- M 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - V 2466 -1255 R - Q 1755 - 804 V - U 2464 -1255 Q - P 2041 -1013 U - T 2041 - 984 P - O 2041 -1013 T - S 2041 - 984 O - N 2464 -1284 S - R 1755 - 776 N - L 2466 -1284 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. V- C 232 - 6 R- H 258 -183 C - U 325 -469 H - Q 546 -351 U - E 373 -161 Q - 1 409 - 558 E - S 409 -558 1-0 373 -161 F - S 546 -351 O - K 326 -469 F - R 257 -182 K - N 232 -8 G-R 190 -217 "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ]uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, bV TPI ana'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propf1erly id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 10, e. Appty places to each face of truss and position as shown above and on the JointDetails, unless noted otherwise. {defer to 60A-Z for standard plate positions. a division of its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability any f , Job Number: 36CS00066 Ply: 1 SEQN: 668262 / T25 ! COMN 4EBB 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" I Qty: 1 FROM: AH DRW. Truss Label: B3 I Wgt: 218.4 Ibs / ... 0511112018 6'47 T10"r9 14-0"1I 19'10" 25'7°15 31'97 3 39'8" 11'6" l r 6'47 +1'6' 6'1"8 + 5'9"15 h 5'9"15 T' 6'1"8 6'4'7 I o5X8 1112X4 --5X8 E F G 12 6 t43X6 o3X6D H g3X4C 13X4 r- F (a) (a) =4X6(A2) B I J _4K6(A2) A R Q P O N M L 112X4 =3X6 m3X4 a3X8 =3X4 m3X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" � h1' 6'2"11 5'9"5 20"1 99"15 5'9"15 2'0"1 5'9"5 6'2"11 1� 6'211 12' 14i " 19,10" 25'7°15 2T8° 33'5"5 398" 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 too L/defl L/# LOG R / U / Rw / Rh ! RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.164 F 999 240 B 1561 1715 / 958 /- / 326 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NCs: NA VERT(TL): 0.451 F 999 180 J 1561 / 715 / 958 /- / - / 8.0 BCDL: 10.00 Risk II Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based an MWFRS Category: HORZ(TL): 0.130 L - - Des Ld: 37.00 EXP:Mean B Min Big Width Req = 1.8 Height: 15.00 ft g Code 1 Misc Criteria CreepFactor. 2.0 NCBCLL: 10.00 J Min Brg Width Req = 1.8 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.592 Soffit 2.00 BCDL: 5.0 Bearings B & J are a rigid surface. J psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std� 2014 Max BC CSI: 0.603 Bearings B & require a seat plate. Spacing: 24.0 " 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)110(0) Mfg Specified Camber: i GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Camp. Wind Duration: 1.60 WAVE I VIEW Ver. 17.02.02.1208.15 A - B ' 27 0 F - G 1404 -2093 Lumber B - C 1617 -2856 G - H 1376 -2223 C - D 1350 - 2262 H - 1 1350 - 2262 Top chord 2x4SP #1 D - E 1376 -2223 I - J 1616 -2856 Bot chord 2x4 SP #1 E - F 1404 -2093 J - K 27 0 Webs 2x4 SP #3 r Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. Or 1x4 "T" reinforcement. 80% length of Same & SRB better, B - R 2494 -1317 O - N 1937 -952 web member_ species grade or attached with 8d Box or Gun (0.113"x2.5",min.)nails R - Q 2491 -1317 N - M Q-P 2491 -1317 M-L 2491 -1346 2491 -1346 @6"oc. P - O 1937 - 922 L - J 2494 -1346 Wind 0,Maximum Member design based on both MWFRS and C&C. +� No 7 Web Forces Per Ply (Ibs) 0, * Webs Tens.Comp. Webs Tens. Comp. w 4 w R- C 273 -5 O- G 286 -177 0 e m C- P 427 - 600 G- N 464 -172 * STATE O `°0 p, , E - P 464 -172 N - I E-O 286 -177 I-L 427 -600 273 -4 a° F-O 221 -283 s ISMAL 40015"IFF5B81BO6B7F4800992E85F8 rNs Item Us beepcledr¢a� wed asd scaled by LUoaot Winner, PE ('FL. Lk.047t821 en 00daW shown abozm wsbg a 5)?Jt-1 =hendmticat calla, zzibmd cepiasssfL dw=vrtac cot crm'idc ad skned ands lad .1 the SFA-1 m.t be cvA i�d M=V dedmr5: lenturt4ncode "'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 Component Safety Information, bV TPI andSBCA) r safety these functions. Installers shall BCSI (Building temporarryY practices pno'to performing provide bracing per BCSI. Unless noted 0' to chord shall have properly attached structural sheathing and bottom chord shall Locations for lateral have bracing installed BCSI have a properly B3, B7 or 610, attache rigid ceiling shown permanent restraint of webs shall per sections as applicable. Apply plate. 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. Insible Alpine, a division of ITW Buildin Components Group Inc. shall not be r I.for any deviation from this drawing,any failure to build the Iin ANSI�PI 1, for handling ,n.tallationland bracing t seal on this drawing or cover conformance with or shipping, of usses.A Iisting this drawing indicates acceptance of profess..n. engineering responsibility solely for the design shown. page, , The suitability and use of this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Job Number: 36CS00066 Ply: 1 SEQN: 668264 / T231 COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: B4 Wgt 207.2 Ibs / ... 05/11/2018 6'4"9 { 12'0"1 + 19'10" + 27'7"15 1 33'387 + 398" 6'4"9 5'7"8 7'9"15 7'9"15 5'7°8 64"9 --5X8 1112X4 �-5X8 D E F 16X4 =3X4 =3X6 =3X8 =3X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. i- 39'8" r 6'2"13 5'9"4 1'11"l 510" 5'10" 1'11"1 5'9"4 6'2"13 1' 6'2"13 + 120"1 F 14' 19'10" 25'6" +27'7"1 33'5"3 + 39'8" Loading Criteria (psq Wind Criteria Snow Criteria (Pg,Ptln PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.183 E 999 240 B 1561 1717 / 947 / - / 285 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.502 E 999 180 H 1561 / 717 / 947 / - / - 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): 0.128 J - - B Min Big 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 Sofft 2.00 TCDL: 4.2 psf BCDL: 5.0 sf p Bldg Code: FBC 2017 RES Max TC CSI: 0.618 Bearings B & H are a rigid surface. g g Load Duration: 1.25 MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.624 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 9.00 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 E - F 1616 -2483 Lumber B - C 1631 -2819 F - G 1476 -2392 C - D 1476 -2392 G - H 1631 -2819 Top chord 2x4 SP #1 D - E 1616 -2483 H - I 27 0 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 - P 2454 -1322 M - L 2080 -1066 ,�Ii1#tt� P-O 2452-1323 L-K 2080 -1066 MAP O - N 2080 -1036 K - J 2452 -1352 Mr N - M 2080 -1036 J - H 2454 -1352 `y Maximum Web Forces Per Ply (Ibs) .'r No 7 Webs Tens.Comp. Webs p. Tens. Coin p. ° P-C 210 -6 M-F 508 -321 40 C - O 328 -426 F - K 433 -168 D - O 433 -168 K - G 328 -426 F D - M G - J -462 210 -8 STATE ��. 364 E - M 64 - A001SA38FF5B8yB0BIB 7F4800992E&5FB V*ftem Ras turnsktfr 'u+.cabjs#gnad aalaaalad by L%u *l Marti=, Pi(A.. lCt.ftLr2Eilcn 12im aiaBcsftawn alxisrte a.�g a SN7M1 aotifen�ticasr�da. Fmmd copfasrrf tfd; duct—crA we riot c m-A& ad 3gned aril sealad and tltc riauthenCra?k� ud¢ mtsst bnaerffk:d m asrydatmnE at IRS. *"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) r satPetypractices 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 attached rigid ceillnp Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, 67 or 810, 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 Buildincc�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 shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ listing this drawingg indicates acceptance of profess ongk 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 ANSVTPI 1 Sec.2. For more information see this'ob's general notes i)aQe and these web sites: ALPINE: www.al ineltw.com: TPI: wane. inst.o : SBCA: www.sbcindu .com; ]CC: www.iccsafe.orq a t Job Number: 36CS00066 li Ply: 1 SEQN: 6682961 T24 / HIPS 4EBB 1828-Cali "C" IDR Horton /4EBB 1828-Cali "C" I Qty: 1 FROM: AH DRW: Truss Label: B5 I �Wgt:2030lbs / ... 0511112018 "2 3 B15 235 6169 5342 4112 934 05X8 I =3X4 T6 Z5X8 D E F G T 12 I 6 m ZM4C H g2X4 `v m4X6(A ) B km4 �6(A2) l� P O N M L K m3X4 a3X =3X4 =3XB =3X6 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" h1' 10'0"1 101I 478 10'0"1 I 6 12' 165B 23 37012 4277821'9171"11 1309'081� Loading Criteria (pst) Wind Criteria Sno;11 Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.211 F 999 240 B 1561 1719 / 931 / - / 244 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: Nf Cs: NA VERT(TL): 0.579 F 999 180 1 1561 / 719 / 931 / - / - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.072 K - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C I HORZ(TL): 0.135 K - B Min Brg Width Req = 1.8 Mean Height: 15.00 ft 1 Min B Width Re NCBCLL: 10.00 Code Misc Criteria Creep Factor. 2.0 r9 q = 1.8 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: 0.460 g 9 Load Duration: 1.25 P TPI Stl: 2014 Max BC CSI: 0.736 Bearings B & I require a seat plate. MWFRS Parallel Dist: h/2 to h Spacing: 24.0 " C&C Dist a: 3.97 It Rep Factors Used: Yes Max Web CSI: 0.626 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 I VIEWVer:17,02.02.1208.15 A-B 27 0 F-G 1821 -2860 Lumber B - C 1692 -2808 G - H 1555 -2540 Top chord 2x4 SP #1 C - D 1556 -2540 H - I 1692 -2809 Bot chord IN SP #1 D - E 1812 -2845 I - J 27 0 Webs 2x4 SP #3 E - F 15D -2860 Wind Maximum Bot Chord Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp. 0A¢ P - O 2224 -1145 L1- K 2223 -1174 re xea,r� O - N 2224 -1145 K -1 2457 -1416 E01IN N - M 2866 -1530 wmA" s Maximum Web Forces Per Ply (Ibs) '0471OR ' s Webs Tens.Comp. Webs Tens. Comp. o C- P 276 -21 M- G 801 -498 y,_ Z., D - P 399 -129 F - M 293 - 358 s D- N 789 -490 G- K 402 -129 ' STATE OF p,_ '"° N - E 300 -365 K - H 276 -266 E - M 100 -96 IRI 40 015A 38 FF 58 81 BO BB IT 48 00 99 2E 85 FB ThUitamhim bsenmkaratkaOS *nedaa"aafedfryr 2wdmarnics, �F {rl. Stc.kirEg2f an�eciata shown abccva tai#ng a SN�xi ar.Utan�+cassanlr. ?'r1dtad aepUs oftefis da=mwa are not vxwdmil Agne32nd=lad And maogdcctrank mks. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Componen[ Safety Information, by TPI anr7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpefiy 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 Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be resp I risible for any deviation from this drawing any failure to build the truss in conformance with ANSIrfPI 1, or for handling shipping, installation, and bracing of husses.A seal on this drawing or cover page _ listing this drawing indicates acceptance of protessionat engineering responsibility solely for the design shown. The suitbility and use of this drawina for anv structure is a responsibility of the Building Desianer ner ANSIITPI I Sec.2. { Job Number: 36CS00066 Ply: 1 SEQN: 668301 / T14 / SPEC 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: RS DRW: Truss Label: B6 Wgt 212.8 Ibs / ... 05/11/2018 8'D"1 1312 19' 26'4"1 29' 3T311 3'Z' 8'0"1 5'511 5'8"4 7'4"1 2'7"15 4'3"B 6'4"8 G T �5X8 s3X4 12 C D E � F T ;8::f= H t43X4 in (a) v =3X6I_3X 112X4 D 3XBN M a3X8 11 K SEAT PLATE REQ. 13'4" e'1"13 8'1°13 Loading Criteria (psf) Wind Criteria TOLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: If EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 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 93 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" cc. Plating Notes All plates are 5X6 except as noted. Wind Member design based on both MWFRS and C&C. SEAT PLATE REQ. i 68" 5'07 1 ! 69"12 13'2"4 19, SEAT PLATE REQ. 20'8" T2"5 2'9°111 4'5"4 1 6'2"12 +1 26'2°5 29' 33-5"4 39'e' Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.032 L 999 240 B 559 / 260 / 385 1- / 257 18.0 Lu: NA Cs: NA VERT(TL): 0.095 L 999 180 O' 325 / 147 / 161 10 / - / 68.0 Snow Duration: NA HORZ(LL): 0.014 K - - 1 752 / 342 / 531 / - / - / 8.0 HORZ(TL): 0.026 K Wind reactions based on MWFRS Code / Mlisc Criteria Creep Factor. 2.0 B Min Big Width Req = 1.5 Bldg Code: FBC 2017 RES Max 'TC CSI: 0.601 O Min Brg Width Req = - TPI Std: ;2014 Max BC CSI: 0.424 1 Min Big Width Req = 1.6 Rep Factors Used: Yes Max Web CSI: 0.663 Bearings B, O, & I are a rigid surface. Bearings B, O, & I require a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 F- G 549 - 672 B - C 356 -58B G - H 520 -686 C - D 163 -14 H - 1 659 -1095 D-E 435 -187 I-J 27 0 E - F 435 -187 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. Yw ',5 B - P 449 -232 M - L 631 -280 �x+'. P-O 456 -232 L-K 916 -485 �i S N, �e • �sI O - N 298 -359 K -1 919 -485 t " N-M 635 -280 No, 047182 ar "; Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp. rr ft ,`40 STATE F ea C-P 312 -44 M-F 225 -2 C-O 418 -646 F-L 191 -141 'e O - D 178 -97 G - L 432 -339 ! D - N 319 -410 L - H 336 - 449 E-N N - F 321 -398 783 -1202 H-K 235 -15 40 015A38 FF 5B 81 B0 BB 7F48 00 99 2E 85 FB Tian itamRaa bcsrr electrum/s ed;mid •sealed by Manucs MartImM M (n.. uc.0471921 on Oe daw Shawn absavm %r-.ing a SHA4 aliltf¢nt°tWA tade. 2rmtadcopi¢soft:KAdocumcnearmnot c—Iffored*n *and:salad and the SFS.A.1 z+:3h¢nito mw code mutbas ifi d rstao°ydodronk =Jut. "WARNING"' READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling9 shipping, installing and bracing:. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and SBCA) fb� safety practices pricy to performing these functions. Installers shall provide temporary BCSL Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a pro pperly ,id ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or B10, e. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. kefer to 60A-Z for standard plate positions_ a division of its drawin any failure to build the on this drawing or cover page ie design shown. The suitability any I Job Number: 36CS00066 4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" Truss Label: B7 T 12 m T� e �, 11 m3X8(A1)8 � A Ply: 1 SEQN: 668303 / T11 / SPEC Qty: 1 FROM: AH DRW. Wgt:208.6lbs .. / ... 05/11/2018 T 11I"15 1318"12 { IWT11"15 18 ' 24'4"1 T 41"15 . V9i13 2"3 8" 68"1 iI i =5X6C10(SRS) m3X4 m3X6 ,q._D E FG�i, v i i m3X4 112X4 SEAT PLATE REQ. 13'8" Ft' 7'1"12 11" 5 5'4"9 T1"12 '1" 1 13'6 4 Si tR— =4X10Q m3X4 X PLATE REQ. SEAT PLATE REQ. 5' ]2 4'8" 56"5 1 ' 18'8" 242"5 29' 33'3"9 39'8" 47"15 + 4'3"9 64"7 ±J4 m Km3L6(A1) P O N M 112X4�3X6 w3X8 112X4 SEAT PLATE REQ. 21' V5"1i1 4'5"5 6711 1 268 34 33'S"5 39'8" 29' Loading Criteria (psf) Wind Criteria Snowl Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U I Rw / Rh / RL I W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): -0.039 N 999 240 B 529 / 241 / 354 / - / 277 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: N�l Cs: NA VERT(iL): 0.101 N 999 180 S 687 / 237 1,346 / - ! - / 8.0 BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): 0.014 M - - Q .1302 / 601 / 633 / - / - / 8.0 Des Ld: 37.00 EXP: C I HORZ(TL): 0.027 M - - K 770 / 350 1528 / - / - / 8.0 NCBCLL: 10.00 Mean Height: 15.00 It Code / Misc Criteria Creep Factor. 2.0 Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.569 B Min Br Width Re 1.5 9 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Stdj 2014 Max BC CSI: 0.357 S Min Brg Width Req = 1.5 Q Min Brg Width Req = 1.5 Spacing: 24.0 " C&C Dist a: 3.97 tt Rep e Factors Used: Yes P , Max Web CSI: 0.564 K Min Brg Width Req = 1.5 Loc. from endwall: Any FT/RT:?0(0)/10(0) Mfg Specified Camber: Bearings B, S, Q, & K are a rigid surface. GCpi: 0.18 Plate Type(s): Bearings B, S, Q, & K require a seat plate. Wind Duration: 1.60 WAVE f VIEW Ver: 17.02.02.1208.15 Lumber Maximum Top Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP #1 Webs 2x4 SP #3 A - B 27 0 G - H 584 -525 B - C 588 - 579 H - 1 934 -734 Bracing C - D 626 -488 I - J 935 -734 (a) Continuous lateral restraint equally spaced on D - E 272 -106 J - K 1161 -1131 member. Or ix4'T" reinforcement. 80% length of Same & SRB better, E - F 584 -525 K - L F - G 584 -525 27 0 web member species grade or 0.0t11:0 , AA, attached with 8d Box or 6" oc. Gun (0.113"x2.5",min.)nails Maximum Bot Chord Forces Per Ply (Ibs) Wind' "4a' `�Jr Chords Tens.Comp. Chords Tens. Comp_ B U 451 388 Q P 657 Member design based on both MWFRS and C&C. • �m No 471U-T - - - -571 wo 445 -329 P-O T S 444 325 O N 652 652 -571 - - - -571 S - R 340 -262 N - M 947 -886 R - Q 340 - 262 M - K 950 - 887 ro yATI .�" Maximum Web Forces Per Ply (Ibs) c e Webs Tens.Comp. Webs Tens. Comp_ C-U 216 -128 Q-H 1513 -1385 Ail U-D 209 -208 P-H 206 -2 D-T 109 -31 H-N 171 -61 � SERIALS D - S 751 - 751 N - J 523 -429 40 01 5A 38 FF 58 8180 B8 7F48 04 99 2E 85 FB - E 196 -241 I - N E - Q 500 - 398 J - M 374 223 -383 -31 rticlternlaaratc>telacStuetwiydSncduid= ad try iAar,.ulM1artin", G-Q 276 -324 asadseriGc tit I cc ZnIl tic S! mplm. "WARNING" READ AND FOLLOW ALL —IMPORTANT** FURNISH THIS DRAWING TO ALL C caDie. Hppiy rates to eacn Tapp_ of truss ana position as Is 16DA-Z for s ndard plate positions_ a division of ITW Building_Components Group Inc. shall nc ivi 1,ortorr acceptance any structure cn c shcwa a u 8 a SHA•i docamenat ara not crraticred%ip dared oared cnt"Oaaeode mezr 1: ,,Mifkd Ma yd"t=k S ON THIS DRAWING! ACTORS INCLUDING THE INSTALLERS A bracing. Refer to and follow the latest edition of BCSI (Building Ito performing these functions. Installers shall provide temporary ached structural sheathing and bottom chord shall have a properly Ibs shall have bracing installed per BCSI sections B3, B7 or 10, 31 ve and on the Joinf Details, unless noted otherwise. (2efer to orisible for any deviation from this drawing any failure to build the i and bracing of trusses.A seal on this drawing or cover page ng responsibility solely_for the design shown. The suitability Job Number: 36GS00066 4EBB 1828-Cati "C" /DR Horton /4EBB 1828-Cali "C" Truss Label: B8 9 T co ro I` TM T T 9'1 2'1 Ply: 1 SEQN: 668310 / T20 / SPEC Qty: 1 FROM: RS DRW. Wgt:203.0lbs .. / ... 05/11/2018 13'9'12 18'8' 22'4'1 29' 33'3"8 Ell. 3'9"13 4'10"4 3'8"1 67°15 4'3"8 64"8 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 13'8" I 5' i21' 1' T1"12 1 r T7"12 '1 3-4"9 5'1"12 321 42"12 1 10"13'8"4 18'8" 44 9'811 '6 SS Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Def1/CS1 Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA ICt: NA CAT: NA PP Deflection in [cc; Udefl U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA I Ce: NA VERT(LL): -0.037 M 999 240 B 527 1239 / 338 ! - 1317 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.097 M 999 180 P 730 / 273 / 339 1- ! - 18.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.013 L - - O 1229 / 557 / 597 / - / - / 8.0 Des Ld: 37.00 EXP: C HORZ(TL): 0.025 L - J 787 / 358 ! 529 / - ! - / 8.0 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 P Wind reactions based on MWFRS Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.591 B Min Br Width Re 1.5 9 q = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h!2 TPI Std: , 2014 Max BC CSI: 0.329 P Min Brg Width Req = 1.5 O Min Brg Width Req = 1.5 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Rep Factors Used: Yes Max Web CSI: 0.513 Min Brg Width Req = 1.5 Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: Bearings B, P, O, & J are a rigid surface. GCpi: 0.18 Plate Type(s): Bearings B, P. O, & J require a seat plate. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Lumber Maximum Top Chord Forces Per Ply (Ibs) Top chord 2x4 SP #1 Chords Tens.Comp. Chords Tens. Comp. Bot chord 2x4 SP #1 A - B 27 0 F - G 725 -746 Webs 2x4 SP #3 B - C 644 - 570 G - H 929 - 813 Wind C-D 696 -516 H-I 935 -783 Member design based on both MWFRS and C&C. D - E 405 -316 I - J 1146 -1160 E- F 724 - 746 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) eeaewaa�. Chords Tens.Comp. Chords Tens. Comp. a B - R 442 -392 O - N 623 -570 R - Q 382 - 307 N - M 616 - 571 wo Q-P 382 -304 M-L 972 -870 Aw P - O 473 - 386 L - J 975 - 871 Maximum Web Forces Per Ply (Ibs) i 10 STATE 'OF e Webs Tens.Comp. Webs Tens. Comp. ' •s ed°hb' C - R 192 - 74 O - G R - D 236 -105 N - G 1701 -1524 216 -4 D - Q 79 -7 G - M 137 -36 n P - E 170, -2241 M - I 487 -394 E - O 480 -437 I - L F - O 167 -237 204 -33 40 01 SASS FF 5B 81 BO BB 7F48 00 99 2E S5 FB Thi<IC¢mAsssPaemcketron /z ad ztda led by?A2wzl kurttnts, F+E (FL. uc.Girtuzi on oa data shaww abom wing a spwl atnhentltaffianceda, e'vtnmd e�iasoStid� darrrzcramanot ecxms3nased sigaad aril ccalod and[Fe !A Bsa3hontcatiaes:ecxdamut bavtdAad maeyclatm is —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 ancl'SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural 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 83, B7 or 810, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise_ f2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�!L�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawingg indicates acceptance of protessiona 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 ANSIlTP11 Sec.2. For more information see this lob's general notes page and these web sites: ALPINE: www.al ineKw.com: TPI: www. into ; SBC : www.sbcindu .com• [CC: www.iccsafe.org Job Number: 36CS00066 I Ply: 1 SEQN: 668231 / T2 / GABL 4EBB 1828-Cali "C"/DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: D1GE Wgt 134.4 Ibs .. / ... 0511WO18 10Y1" 10,8. —Za"1'4"�• I (TYP) I ®04 I H J � G K 12 I F L 6 � E M � I N ut D N m C O a2X41(A1) B Pm2X4(A1) A q AE AD ACI AB AA Z Y X=3X4 W V U T S R 214" 1, 214" 1, 214" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NIA Ct: NA CAT: NA PP Deflection in loc Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph PE NA Ce: NA VERT(LL): -0.001 H 999 240 p. 81 / 37 / 39 /- / 11 1255 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.002 AE 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.002 J - - P Min Brg Width Req = - Des Ld: 37.00 EXP: C I HORZ(TL): 0.003 J - - Bearing B is a rigid surface. Mean Height: 15.00 ft Code / Misc Criteria Cree Factor. 2.0 NCBCLL: 10.00 TCDL: 4.2 psf I p Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Comp. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.088 A - B 27 0 1-1 304 -24 Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 87 -120 J - K 253 -21 GCpi: 0.18 Plate TI pe(s): C - D 80 -90 K - L 202 -23 Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 D - E 105 -71 L - M 154 -43 Lumber E - F 153 -50 M - N 105 -64 Top chord 2x4 SP #1 F - G 202 -29 N - O 74 -84 Bot chord 2x4 SP #1 G - H 253 21 O - P 61 113 Webs 2x4 SP #3 H - 1 303 -24 P - Q 27 0 Plating Notes Maximum Bot Chord Forces Per Ply (Ibs) All plates are 2X4 except as noted. Chords Tens.Comp. Chords Tens. Comp. Wind B-AE 175 -108 X-W 192 -107 AE-AD 183 -110 W-V 191 -107 Member design based on both MWFRS and C&C. ^�, yi AD -AC 185 -110 V-U 189 -106 Additional Notes ��� its AC AB 168 -111 U - T 187 106 See DWGS A16015ENC101014 & GBLLETIN1014 for * ° AB -AA 190 -112 T - S 185 -105r ern AA- Z 191 -112 S - R 183 -104 gable wind bracing and other requirements. INo 0471 b�` rOft Z-Y 192 -113 R-P 175 -103 °e Y-X 192 -107 e A as . Maximum Gable Forces Per Ply (Ibs) STATE O fix: Gables Tens.Comp. Gables Tens. Comp. 'e rw tom" y C -AE 174 -103 W - J 187 - 83 4 o D -AD 88 -65 V- K 153 -73 E-AC 101 -74 U-L 100 -73 �y 101 -74 G-AA 153 -73 S-N 88 -65 4oill 0 it � H-Z 187 -83 R-O 174 -103 SERIAY-1 n -1R9 This and tf4s, Clas. "WARNING- READ AND FOLLOW ALL —IMPORTANT** FURNISH THIS DRAWING TO ALL C a division of ' I HI 1,, or for h acceptance any structure as FF 58 8180 8B 7F48 00 99 2E 85 FB ckclamisatitihr}cedandscaled try tda�acl tAartin<r, ( W the e° a spawn abaw a mg a S14A•3 e. fps do_ =tzt we not ctaW&Md *"A and sralad heotkatimsccrde mist be wedfied an, wydcchonk- INCLUDING THE INSTALLERS ming these functions tInstallers shall provideSemp (Building Jctural sheathing and bottom chord shall have a properly lave bracing installed per BCSI sections B3, B7 or 10, on the Join Details, unless noted otherwise- (2efer to r any deviation from this drawing,any failure to build the ;ing of trusses.A seal on this drawing or cover page insibility solely for the design shown. The suitability z Job Number: 36CS00066 Ply: 1 SEQN: 668232 / T3 / GABL 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: C1GE Wgt 78.4lbs .. / ... 05111/2018 M 0 io T Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration:1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 f 7 I 14' 7' T 1'8" --�— 1'4" -� (TYPI G=4X4 I 14' 1 14' 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_ Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pt NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code I Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)/10(0) Plate Type(s): WAVE Defl/CSI Criteria PP Deflection in loc Udefl U# VERT(LL): -0.001 F 999 240 VERT(TL): -0.001 F 999 180 HORZ(LL): -0.002 E - - HORZ(TL): 0.002 E - Creep Factor. 2.0 Max TC CSI: 0.118 Max BC CSI: 0.026 Max Web CSI: 0.061 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 ♦ Maximum Reactions (Ibs), or.=PLF Loc R /U /Rw /Rh /RL /W L• 84 / 39 140 /- / 12 / 168 Wind reactions based on MWFRS L Min Big Width Req = - Bearing B is a rigid surface. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 G-H 213 -26 B-C 14 -66 H-1 157 -48 C - D 6•I -28 1- J 105 -69 D-E 113 -17 J-K 87 -89 E-F 165 -14 K-L 84 -106 F-G 221 -17 L-M 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B-V 145 -46 R-Q 164 -49 V-U 153 -47 Q-P 159 -50 U-T 158 -48 P-O 155 -51 T-S 161 -49 O-N 150 -53 S-R 164 -49 N-L 144 -55 '' ` '• +� Maximum Gable Forces Per Ply (Ibs) No 04-7182 R w Gables Tens.Comp. Gables Tens. Comp. C - V 122 - 56 Q - H 205 - 83 D-U 115 -75 P-1 159 -72 E - T 159 - 72 O - J 115 - 75 ` 213 N-K 122 -56 G-R _8899 SERIALilk 40 015A38 FF 58 81 BO BB 7F48 00 99 2E 85 FB Thlt ltcmrras toes ekttrcn#rnja$5fiad azd .salad by rA�aaacl Martino, PEtom• tk."7=1 an thedar¢ whawa above oks a SHA-1 authant3tafimode. Fared capmsafthis dmumerlaw rat=Wdmd Agd dsad;saInd arad the SFA41 asthcntiotiv%c4de not ha vedfl d M acrgdcdmnk mtias. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI an ct SBCA) r safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted otherwise,top chord shall have properigy attached structural sheathing and bottom chord shall have a proff1�erly oid ceiling Locations shown for permanent lateral restraint bf webs shall have bracing installed per BCSI sections B3, B7 or 610, e. Appiy plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. f7efer to 60A-Z far standard plate positions. a division of �i Ni 1, or for nan acceptance of any structure is lis drawin any failure to build the on this drawing or cover pa e. Le design shown. The suitability SBCA r Job Number: 36CS00066 4EBB'1828-Cali "C" /DR Horton AEBB 1828-Cali "C" Truss Label: EJ7 12 6 p 2M(A1) B A � SEAT PLATE Ply: 1 Qty: 14 Wgt: 23.8 Ibs SEQN: 668233 / T19 / EJAC FROM:AH DRW. C 05/11/2018 7- 7- Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 336 1117 / 259 / - / 173 18.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 120 / 101 / - / - 11.5 BCDL: 10.00 Risk Category: It Snow Duration: NA HORZ(LL): -0.014 D - - C 171 / 133 / 91 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ L 0.025 D - - Cr )� Wind reactions based on MWFRS NCBCLL:10.00 Mean Height: 15.00 ft Code I Misc Criteria f CreepFactor. 2.0 B Min Big Width Req = 1.5 Soffit: 2.00 TCDL:4.2 sf p BCDL: 5.0 psf Bldg Code: FBC 2017 RES 9 Max TC CSI: 0.496 D Min Brg Width Req = - Load Duration: 1.25 " MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Re Factors Used: Y Max BC CSI: 0.368 MaxWeb CSI: 0.000 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 C$C Dist a: 3.00 ft p i sees ax e 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 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE Ir VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 27 0 B-C 77 -151 Top chord 2x4 SP #1 Bot chord 2x4 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 No 047182 is STATE OF `� .A 40 015A38 FF 5B 8I B0 BB 7F 48 00 99 2E 85 FB T4,k ltomhssiatic»elsc�z nad'wduaradby 1Jun IMartin", 2E (FL, Lk. g41.FBZl cn the date shorn above Wns a SNA.1 -1btnd c0gtnuf t3dorexm AAA not=-.11d=d ton dand=AW and tis¢ SXA4 atFihent&Ztu»code mist ba amrifzd M aard"IMrI: bras. I, —WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) for satPety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proper y attached ri id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or p10, as applicabEc. Apply plates to each face. of truss and position as shown above and on the JointDetails, unless noted otherwise. (tefer to drawings 160A-Z far standard plate positions. A!pine, a division of ITW BuildiphComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIlfPI 1, or for handling shipping, installatioh and bracing of t usses.A sea! on this drawing or cover page_ listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suit -ability bility and use of this gnawing for any structure is the responsibility of the Building Designer per ANSI1TPI 1 Sec.2. � � I Job Number: Ply: 1 SEQN: 0066 I Truss 1828-Caalli C"O/DR Horton /4EBB 1828-Cali "C" Label: BJ5 I I � 16.8 Ibs I FROM: AH 234 / T16 /JACK DRWI ... 05/11I2018 TI SEAT PLATE C fV 1 5, Loading Criteria (psi) 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 [or, Udell U# Loc R I U / Rw / Rh / RL / W B 263 196 / 208 / - / 129 / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 90 / 13 / 70 ! - / - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.007 D - - C 119 193 ! 62 / - /- / 1.5 Des Ld: 37.00 EXP. C HORZ(TL): 0.00E D - - Wind reactions based on MWFRS Code / Mist: Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL:5.0 sf P BldgCode: FBC 2017 RES Max TC CSI: 0.309 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.182 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver. 17.02.02.1208.15 Ch d T C Ch d T C Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. No 047102 : STATE F SER AL 40 01 5A 38 FF 58 8180 BB 7€ 48 00 992E 85 FB rhis ItemiraaL¢en ¢lettrmniras�es8gned and scaled by Ms�nd taarttn¢s, PM (rt. lts. WSr2a21 on th¢e°a.S¢shawn aL^awt u%/ng a SNJb1 au tentcre wzla . ??tad topttxafdd;s dKL+ma not Cmrwjwmd srp dandscaled and the.�#A-A au2hmndtaSu.as wde not ba aredfid m asydatracie aft.' "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ,r fire extreme rare in fahricatina. handling. shiooina_ installina and bracina. Refer to and follow the latest i Brigpid ceiling Locations shown for ermanent lateral restrdint of webs shall have bracingg installed per B, icable. Apply plates to each face. of truss and position as shown above and on the Join?Delails, unless is 160A-Z for standard plate positions. a division of ITW BuildiphQComponents Group Inc. shall not be responsible for any deviation from this dra conformance with ANSI PI 1, or for handlia shipping, installation and bracing of trusses.A seal on th this drawing indicates acceptance of pro essiona engineering responsibility solely for the des ie of this drawing for any structure is the responsibility of the u!iding Designer per ANSI1TP11 infnrmation see this lob's neneral notes Dace and these web sites: ALPINE: www.aloinei w.com:'iPI: www.tpinstom; SBCA: ww or s ens. omp. or s ens. omp. A-B 27 0 B-C 53 -120 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 of failure to build the g or cover page in. The suitability Job Number: 36CS00066 I Ply: 1 SEQN: 668235 / T17 / JACK 4EBB 1828-Cali "C" /DR Horton 14EBB 1828-Cali "C" Qty: 4 FROM: AH DRW. Truss Label: BJ3 I Wat: 12.6 Ibs I I ... / ... 05111/2018 I C I 12 6 �I M 2M Al) B 1 N A ID ,T PLATE REQ. I 31 1 r 3' Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct:.NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 193 / 76 / 162 / - / 86 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA I VERT(TL): NA D 51 / 6 / 41 / - / - 115 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D -- - C 64 / 51 130 / - / - / 1.5 Des Ld: 37.00 EXP: C I HORZ(TL): 0.003 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 it Code / Misc Criteria Cree Factor. 2.0 P B Min Brg Width Req = 1.5 Soffit 2.00 TCDL: 4.psf Bldg Code: FBC 2017 RES Max TC CSI: 0.174 D Min Br Width Re q = - Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h!2 TPI Std:l 2014 Max BC CSI: 0.072 C Min Big Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 it Re Factors Used: Yes Rep , Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: Any 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 I VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A - B 27 0 B - C 29 -105 Top chord 2x4 SP #1 Bot chord 2x4 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 0 13 M 40 01 SA 38 FIIF 5B 8180 68 7F 48 00 99 2E S5 FB rkAs Itomhas team dkdrasec'a�Sfs�nad aasd anafnd b'1 ldarurt Martencs, PEfrl. lt<. C,treSz(t4nthadgeshma abase tmMi; a S)IA4 aeihem�catuvHzoda. f�btad tcP1rs011 I doc= mcnt am not cm rwdcaad signed and waled f and the,:r'.A.1 a ffiian, ekgreaseae rn"t ba Vuded tat any dectrank Zim I "WARNING"* READ AND FOLLOW ALL NOTES'ION THIS DRAWING! '"IMPORTANT*' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS i re9uire extreme care in fabricatingg handlin shipping, installing and, bracing. Refer to and follow the latest edition of BCSI (Building nen[ Safety Information, bVy TPI anr7'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy per BCSI. Unless noted olherwise,top chord shall have Properly attached structural sheathingp and bottom chord shall have a propperly u rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections 63, B7 or 610, cable. Apply plate. to each face of truss and position as shown above and on the Join Details, unless noted otherwise. (2efer to Is 160A-Z for standard plate positions . a division of ITW 8uildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance with ANSIrfPI 1, or for handling shippinq, installation and bracing of trusses.A seal on this dgrawing or cover pa e- - Ihis drawing indicates acceptance of professiona7q engineering responsibility solely for the design shown. The suitability e, of this thawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. nwre Iniontlatfon see this iob's general notes pane and these web sites: ALPINE: www.alpinditx.com; TPI: www.tpinst.org; SBCA: I t A Job Number: 36CS00066 4EBB 1828-Cali "C" /DR Horton AEBB 1828-Cali "C" Truss Label: 13J1 Ply: 1 Qty: 4 Wgt: 11.2lbs SEQN: 668236 / T18 ! JACK FROM: AH DRW: / ... 05/1112018 12 6 F,� C B M 2X4(A1) o In 4"3 A -� D SEAT PLATE REQ. Iv 1' Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA % Ct: NA CAT: NA PP Deflection in for, Udell U# LOG R 1U, / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 150 / 77 / 145 ! - / 42 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 11 110 / 18 / - 1- / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D C -14 / 28 / 25 / - /- / 1.5 Des Ld: 37.00 EXP: CMean HORZ(TL): 0.000 D - - Wind reactions based on MWFRS : 1 Height: 15.00 ft 9 Code / Misc Criteria CreepFactor. 2.0 B Min Brg Width Req = 1.5 .00 Soffit 2.00 soffit TCDL: 4.2 psf BCDL: 5.0 sf p Bldg Code: FBC 2017 RES Max TC CSi: 0.163 D Min Br Width Re - 9 q = 'Min Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.015 C Bis Width Req = . Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CS 1: 0.000 Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE, VIEW Ver: 17.02.02.1208. 55 Chords Tens.Comp. Chords Tens. Comp_ Lumber A - B 27 0 B - C 28 -19 Top chord 2x4 SP #1 Bot chord 2x4 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 No 047-10 "ATE OF 40 015A 38 FF 51181 80 813 7F48 00 99 2E 85 FB 3hisitamBaxDsm mlaztcs3js�ngdms^dualad t+Y FAar�.r7 Marttgez, FE(R. t$s.C4TiHzt an tt�a: dgSc shown abate u�ag a Sxd-i acihanikat�scvl¢. Ft6tadcgitaznfaia daeracr�;asnatmmidisad%4ntd d=glad and Chr:.S+.A"3 aar�antka3eveeadm rnaat�v€dfticd wgcspsdsctmn� ' asclns: "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ""IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlingshipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Componenf Safety Information, by TPI anc7'SBCA) r saety 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 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 f Details, unless noted otherwise. (2efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e_ _ listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. e Job Number: 36CS00066 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Truss Label: CJ7 WgtQty: 42.0 Ibs I FROM: AH 237 / T21 /HIP_ I DRW / 6W 9'10"1 6'3" 3'7" 1 12 4.24 p B �-2X4(Al) I SEAT PLATE REQ. I 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: li EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 it Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP 91 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Special Loads --(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC: From 0 plf at -1.41 to 55 plf at 0.00 TC: From 2 pif at 0.00 to 2 plf at 9.84 BC: From 0 plf at -1.41 to 4 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 9.84 TC: -7 lb Conc. Load at 1.41 TC: 128 lb Conc. Load at 4.24 TC: 238 lb Conc. Load at 7.07 BC: 23 Ib Conc. Load at 1.41 BC: 103 Ib Conc. Load at 4.24 BC: 179 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. FBI 03X4 C III 4 --FE i 05/11/2018 61"4 i 3'2" 16" 6'1"4 9'10 1 Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U 1 Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.015 G 999 240 B 330 1208 / - / - / - 110.6 Lu: Nb Cs: NA VERT(TL): 0.041 G 999 180 E 385 / 175 / - / 0 / 0 / 1.5 SnowlDuration: NA HORZ(LL): 0.004 F - - D 29 114 / - /- /- / 1.5 HORZ(TL): 0.008 F - - Wind reactions based on MWFRS Code (Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Bldg code: FBC 2017 RES Max TC CSI: 0.241 E Min Big Width Req = - TPI Std: 2014 Max BC CSI: 0.326 D Min Big Width Req = - Rep Factors Used: Yes Max Web CSI: 0.256 Bearing B is a rigid surface. FT/RT:•20(0)/10(0) Mfg Specified Camber: Bearing B requires a seat plate. Plate T e(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02 1208 16 Chords Tens.Comp. Chords Tens. Comp. A-B 14 -11 C-D 55 -72 B - C 330 - 650 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. B- G 604 -290 F- E 0 0 1 '$ ,/ � G - F 591 - 288 d Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. ens m + G - C 286 -47 C - F 345 -709 40015A: rims itemkn b ?f (t1. 11c.C�i7 aa:thencitat cnacq,ias.. bias. -WARNING" READ AND FOLLOW ALL NC "IMPORTANT" FURNISH THIS DRAWING TO ALL CON cable. Apply plates to each face of truss and position as Is 160A-Z for standard plate positions. a division of ITW Buildin Components Group Inc. shall nc conformance with ANSIII PI 1, or for handling shipping, ii this drawing indicates acceptance of professional e ;e of this gnawing for any structure is the responsibil No 0 71,82 • 'e' e� aaa STATE OF * 0 R t . �4 Sadao. SERIAL FF 58 8180 BB 7F48 00 99 2E95 FB ekdiadmlys4md andscaledby Ms tl Marlines, I an tips data shavnsaban to ing a SNA 1 e_ tisdoctsamt=aotttsrsside dskg dandsalad lend=ttion code Must im mcllf&-d m;at cl"tmnk ON THIS DRAWING! :TORS INCLUDING THE INSTALLERS bracing. Refer to and follow the latest edition of BCSI (Building performing these functions. Installers shall provide temporary .hed structural sheathing and bottom chord shall have a properly s shall have bracing insTalled per BCSI sections B3, B7 or 10, ve and on the JoinfDetails, unless noted otherwise. Refer to isible for any deviation from this drawing,any failure to build the ind bracing of trusses.A seal on this drawing or cover page I responsibility solely for the design shown. The suitability u!Iding Designer per ANSI/TPI 1 Sec.2. --- ---- ----- - Gable Stud Reinforcement Detail ASCE 7-101 160 Mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 13rr 140 Mph Wind Speed, 15' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed,-15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nr. 1pn r.nh wtnd Snood_ /5' Monn Hoinht. Partially Fnrinaed. FYnns-P 11. Kzt = 1.00 S 2"Brace Gable Vertical pacing Species I Grade No Braces (1) lx4 'L' Brace x (1) 2x4 'L' Brace r (2) 2x4 'L' Brace ■ (1) 2x6 'L' Brace IN (2) 2x6 'L' Brace II Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B r #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7- 12' 8' 14' 0' 14' 0' - S P f #3 3' 8- S' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12' 6' 14' 0' 14' 0' Q F Stud 3' 8' 5' 9' 6' V 7' 8' 7' It' 9' 1' 9' 6' 12' 6' 14' 0' 14' 0' Standard 3' 8' 4' It' S' 3' 6' 7' 7' V 8' 11' 9' 6- D1214' 11' 1' 14' 0' 14' 0' #1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12, 9' 14' 0' 14' 0' SP #2 3' 10, 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7- 12, e' 14' 0' 14' 0' d (U D F L #3 3'9'5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7- 11' 8' 14' 0' 14' 0' Stud 3' 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7- 10, 11' 11' 8' 14' 0' 14' 0' Standard 3' 6' 4' 7' 4' 11' 6' 2' 6. 7' 8' 4' 8' 11' 9' e' 10' 4' 13, 1' 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' S P r #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10, 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' i U U r Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13' 9' 14' 0' 14' 0' 14' 0' H f Standard 4' 2' 6' 1' 6' 5- 8' 1 8' 8' 10' 5' 1 10' 10' 12' 8' 13' 7' 14' 0' 14' 0' #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10' 8' 11' 1' 14, 0' 0 14' ' 0 14' ' 14' 0' 0 S P 02 4' 5' 7' 6' 7' 9- e' 10, 9' 3' 10' 7' It, 0' 13, 11' 14' 0' 14' 0' 14' 0' 11 03 4' 4' 6' 5- 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14' 0' Q1 A D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' to, It' 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' -6' 8' 0' 10, 2' to, 10, 1t, 10, 12' 7' 14' 0' 14' 0' d L7 U p S I F u #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 7' 8' 2' 8' 5' 9' e' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14, 0' Stu d 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' O f�l F Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' g' X #1. 5' 1' 8' 5' e' 8' 9' 11' 10, 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 0 14' ' S P 02 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' 0'1 14' 0' 14' 0' 14' 0' �-+ D F L Stud 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 14. 0' 0 14' ' 14' 0' Standard 4' 7' 6' 6' 6' It- 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0- 14' 0- 14' 0- _ _ Atiout j� able Truss Diagonal brace options T vertical length may be doubled when tllagonal 18' X brace is used. Connect L I diagonal brace for 6000 of each end. Max web Brace total length Is 14'. X0K 2x6 DF-L #2 or better diagonal T t Vertical length shown I brace) single 81 In table above. or double cut L 1 45• (as shown) at in upper end. ontinuor Bear Connect diagona a�web ., ' mid olnt of vertica. Refer to chart above for rl wstVARMDQ-- READ AHD FOLAZV ALL HRES-a THIS DRAWDsi ` ..DVORTANT.s rLW44SH THIS DRAWING TD ALL fbHIRACTORS D=LIDI IG UC DISTALLERS. Trusses repub•e extreme care b Fabricating, handUrg,chipping. OnstalW, and ir•ncY,g Refire- to and follow the latest adltbn of BCSI (Building Component Safety Infornatbn, iy TPI anal SBCA) fors safety practicec prior to perfa marg thaw functions. Install- shall provide temporary bra dsg per BCSL Unless noted other.ise, top chord shall have properly attached structural sheathing orW bottdn dwrtl E O Q �� shall have a properly attached NpplId celUng. Locations Blo, Far Permanent Intent restrolnt of webs , zl+all have bndng Ins per BCSI secttonr $3, 87 or BID, as icnblo. Apply plates to each face of trusts and ppoasitlm as sham above and on the Joint Details, unt"s noted otherwise. ­ I Rehr to dn.ir pt 760A-Z for standard plate posltbns. Z AN ITW(DMPAW Alpt-, a dvW- of ITW Du0.dino Components Groin Inc shall not be resyonsbte for any devlatlon from this dewing, any Fcllure to Wwt the truss In conformance with ANSI/TPI 1, or for handlhg, shipping, a Installation 6 bradng of Cusses. A seal on this drawlra or cover page Usting this draw4+a, bmcat.s acceptance of prof ... I.ml •�,f .npwwerbg re ty sdelY for tM design sham, The sultabslty and use of this dnwbrg for any sCuc the rrsporlsmWty of the Building DerJprer per ANSL j 1 Ser2 13389 Lakefront Drive Earth Ciry, MO 63tM5 For nor, Information see this Job'a general notes page and these web sitew ALPINE wwwatpInaltw.conr TPD wer.tpinst.oral SBCN .wwsbcJndustry.oM Im .wvXcs.rQa Q 74' Bracing Group Species and Grades, Group AI S ruce-Pine-Fir Hen-Flr 41 / a2 jStnndnrd #2 Stud a3 Stud #3 Standard Dou las Fir -Larch Southern Pinewww #3 #3 Stud Stud Stnntlard L Standard Group Bit Hen -Fir #1 & Btr al - Tuntas Flr-Larch Southern Plnew.w at al #2 a2 lx4 Braces shall be SRB (Stress -Rated Board). w.For Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades. Gable Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide upUft connections for 75 plf over continuous bearing (5 psf TC Dead Load), Gable end supports load from 4' 0' outtookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3,0' min) nails. )K For I 'L- brace, space nails at 2' o.c, In IS' end zones and 4' oc. between zones. '.K)Wor (2) 'L' braces space natts at 3' o.c, In 18' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 80% of web member length Gable Vertical Plate Sizes Vertical, Len th No Spice Less than 4' 0' 2X3 Greater than 4' 0', but less than IL' 6' 3%4 Greater than Il' 6' 4%4 i' A' HI'C Wf' / ®O�1,YJ/��� MAX, TOT, LD, 60 PSF AX, SPACING 24,0' Gable Stud Reinforcement Detail ASCE 7-10: 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Or. 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nr, 120 moh Wind Sneed. 30' Mean Heloht. Partially Enclosed. Exoosure D. Kzt = 1,00 S 2x4 Brace V Gable ertical Spacing Species Grade No Braces (1) Ix4 'L' Brace Is(1) 2x4 'L' Brace x (2) 2x4 'L' Brace B (1) 2x6 'L' Brace x (2) 2x6 'L' Brace ■ Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B r #1 / #2 3' 8' 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2• 11' 7' 12, 0' 13, 9' 14' 0' P f #3 3' 6' 5' 5' 5' 9- 7' 2' 7' 7' 8' 8' 9' I' 11' 3' 11' 11' 13' 7' 14' 0' US u Stud 3' 6' 5' 4' 5' 8' 7' 2- 7' 7- 8' 8' 9' 1' 11' 2' 11' II' 13' 7' 14' V O I� P Standard 3' 6' 4' 7' 4' it' 6' 2' 6' 7- 8' 4' 8' Ill 9' 8' 10' 4' 13' 1' 14' 0' #1 3' 10' 1 6' 4' 6' 7' 1 7' 6' 7' 9' 8' 11' 9' 3' 1 11' 9' ' 12' 2' 13, 11' 14' 0' J 1, #2 3' 8' 6' 1' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13' 9' 1 14' 0' 03 3' 7- 4' 10' 5' 2' 6' 5' 6' Ill 8' 9' 9' 1' 10, 1' 10, 10, 13, e' 14' 0' iv D F L Stud 3' 7- 4' to- 5' 2' 6' 5' 6' • 11' 8' 9- 9' 1- ID' V 10' 10' 13' 8' 14' 0' Standard 3' 3' 4' 3- 4' 7' 5' e' 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' B' 9' 10, 1' 10' 6' 13' 3' 13, 9' 14' 0' 14' 0' +� S P F #3 4' 0' 6' 7' 7' 5' 8' 4' 8' 8' 9' It' 10' 4- 13' V 13' 7- 14' 0' 14' 0' U O stud4' 0' 6' 7' 7' 0' 8' 4' 8' e' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' Standard 4' 0' S' 8' 6' 0' 7' 6' 8' 0' 9' 11' 10' 4' 11' l0' 12' 8' 14' 0' 14' 0' 0) #1 4' 5- 7' 3- 7' 6- 8' 7' 8' I1' 10' 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' S P #2 4' 2' 7' 2' 7' 5' 8' 5- 8' 9' 10' I' SO' 6' 13' 3• 13' 9' 14' 0' 14' 0' 03 4' V 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10' 5' 12' 5' 13' 3' 14' 0' 14' 0' Q1 D F L Stud 4' 1' S' Il' 6' 4' 7' 11' 8' S' 10' 0' 10' S' 12' S' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3- 5' 7' 7' 0' 7' 6' 9' 5' to, 2' 11' 0' 11' 9' 14' 0' 14' 0' d U S P F u #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' !0' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' 03 4' 5' 7' 7' e' 1' 9' 2' 9' 6- 10' 11' Ill 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5- 7' 7' 0' 1' 9' 2' 9' 6- 10' It- 11' 5' 14' 0' 14' 0- 14' 0' 14' 0' O �l F Standard 4' S' 6' 6' 6' 11' 8' B' 9' 3' 10' !1' 11' S' 13' T 14' 0' 14' 0' 14' 0' i #1 4' 10' 8' 0' 8' 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' II' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' Ill 0' Ill 6' 14' 0' 14' 0' 14' 0' 14' 0' ON D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7- 11' 0' It' 6' 14' 0' 14' 0' 14' 01 14' 0' Standard 4' 5' 6' 1' 6' 5' 8' 1' 8' 7' 10' Ill 1 11' 5' 12, e' 13' 7' 14' 0' 14' 0' Bracing Group Species and Grades, Group A, S ruce-Pine-Fir Hem -Fir tll / 02 Standard #2 Stud #3 Stud 1 1 03 IStandard Douclifts Flr-Larch Southern Pinewxw q3 #3 Stud Stud Standard Standard Group 111 Hem -Fir 01 B, Btr q1 Dou to Fir Larch Southern Plnewww #i1 #1 #21 #2 lx4 Braces shall be SRB (Stress -Rated Board). xwFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boartls. Group B values may be used with these rides. Gable Truss Detail Notesi Vlnd Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing <5 psf TC Dead Load), Goble end supports load from 4' 0' outlookers with V 0' overhang, or 12' plywood overhang. About jL. Attach 'L' braces-with-lid-<0:128'x3:0' mlril malls. x for (1) 'L• brace, space nails at 2' o,c. able Truss N IS, end zones and 4' ac. between zones. __ )I( ails at 2end 'zones nand 3zones. Diagonal brace option, - — -T- 6n ac.nbetween n IS' vertical_length-may-be --- doubled when diagonal le, )K bracing must be a minimum of 80X 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 141,. ilf )If VLen th No S llce I 2x6 DF-L q2 or D'ertical Less than 4' 2X4 better diagonal "r Greater than 4' 0', but 4%4 Vertical length shown I bracei single 8, less than 12' 0' In table above. 45' or double cut (as shown) at L U .1I Refer to common truss design for upper end, peak, splice, and heel plates. ontinuous Bearin0 Refer to the Building Designer for condltlons Connect dlagona at 11111t1111! length, not addressed by this detail. midpoint of vertical web. Refer to chart above for max g,6b4e r�(NM, oVADG- READ arm FOLLOW ALL NOTES a THIS DRAVINGI oplpOiITANTu RNFURNISH TWS 11RAVV4 TD ALL CONTRACTORS INCLUDING THE DISTALLERS .�` '. REF ASCE7-10—GABI6030 Trusses require extreme care In fabric tins, handling. shipping, Installing and bracing, Refer to and foltow the latest ,anion of Bcsl (eusd.ng component Safety Info tlon, by TPI and SBCA) For safety ; DATE 10/Ol/14 practices prior to perfo lno these functions. Lnstallers shalt provide temporary braell per BCSL .„less rated otlnerwise, top chard shoo have properly attaah.d structural sheathing and bottom chard un sW( have a properly attached Npld ce11� Locatlons sh.- Par permanent lateral restraht of ebs Installed 67 or Big,Dot as Apply to each face `��Q. ��G�NSF 1 No DRWG A16030ENC101014 a O pintos per above and on the shall have and the Joint Dotal., unle56 noted Dtherwise. ,ruts p..I as Loam and uollo.sapplicable.no Tl drtl ings 1 0 standard to Refer to drawings 160A-Z for atandnrd plate posltlons. — AN ITWCOMPANY Alpine, n d0vlsbn of ITV Bulltlhy Components Group Inc shall not he responsible For nny de.1 'Wn from this drawing, any fall... to but the truss In c-rornance .lth ANSI/TPI 1, ar far handltrp, shppi hipping, ATE OF :.p MAX. TOT, LD. 60 PSF hs"Itation i bracing f trusses, A seal on this d- Ing or cover page IL tlnR this drawing, hdl-tes acceptance of professional 9 A, V c�y ` V eeNrg reaponsa+0lty solely for the dssypn shorn The suifkWty and use of this drawing Ia389LakefrontOnive far ufy structwa b the respanslbGlty of the Building Des7q,tr per ANSI/T 1 1 Sect For none Information set t}ds s general notes page and these web sites, � 'P: �+j y%�1p� pp �'1` �ftbt �`+fINFl� i Eedh Cily, MO li3045 ALPINE,w.cnlpheltw.cme) TPI. ww.tpht�twgSBCA. www.cbchtlustry.orgl ICG wwelccsaFvorp tt�.. MAX, SPACING 24,0 Gable Detail For Let -In Verticals If web has a scab brace, then webs over 46' from Joint to Joint need to be braced with 'L' or 'T' braces, Brace is 90% of member length, sc 's °6 No 'L' or 'T' brace required In lieu of scab brace Gable vertical length greater than 48' 'L' or 'T' brace required 'T Relnfoi Memk 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. ©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 2*2X4 2X8 Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nallst 10d Common (0148'x 3',min) Nalts at 4' o.c. plus (4) nails in the top and bottom chords. Toenalled Nailst 10d Common <0.148'x3',mIn) Toenails at 4' ac, plus (4) toenails In the top and bottom chords. This de_tall to be used with the appropriate Alpine gable detail for ASCE wind toad - ASCE 7-05 Gable Detail Drawings ` A1301505IM4, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gabte Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A1803CENC101014, A20030ENC101014, A20030END101014, A20030PED101014 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. 'T' Reinforcement Attachment Detail 'T` Reinforcing 'T' Reinforcing Member Member Toe-nalt- 12r - End-nall To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. 'T' reinforcing, member material must match size, specie, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace 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 x8' 7'=11'2' 'T' Relnf. 'T' Mbr. Size Increase 2x4 30 2x6 20 IT �� l� II Q ILI`' lUi�\\IJI AN ITW COMPANY - 13Z99LakeimnlOrMe EadhUy,MOMM avARNI)OW READ AM FMI" ALL N IES ON TIM DRAvaU SSDF tTANFU FIRNIS31 7= BRAVING TD ALL COIIRACIBRs IIFaunim WE visrALIXIM Trusses require extreme core In fabricating handlkg shpphp, tmstaltI g and bracknQ Refer to and follow the latest eddan of BCSI o3uRdng Corponent Safety Infor[wticn, by 7M and SSW for safety pr�cyces prior to pvrfornI g these functions "totters shall provide to br per BCSL Unless rated otherwise. top chord shalt have property attached structural ahem oar bona. chord shot[ have a properly attached Nyd cellhp, Locations shown for peroanant lateral restraint of webs J or MO. as =essabte. Apply ptatos to each face choir have pose Insion attedss per above sand on the of truss and position as sFxm[ above and on the .btrrF Befogs, �sdess noted o4herdse. s. Refer to draw►ngs 16M-2 for standard plate ants Group Inc. shall not be responsible for on devlotbn Fro+ Aipine, ° division of ITV Bukdrro c aapp any this drawvg, ory failure to the truss In caMornance with ANSI/TPI 1, or for handlrp, shippMp. keetauation L brackV of trusses. A sent on tins drawtrg or raver po Itrtlrp lists drawYg, kxscntes naaptonor of professional er[pYwrl+g solely for t{liee stmn The suxobuty and use of tbls atwwi+g �• °"i' .t � • V reso0�►h• of -the tutd4g BwsWar per Ala nn I see8 For more lnfornatbn see this Job's general not page ord these web sltaa ALPIND wwwal ettw,cont TM wrw.tpsustorgl SBCN was oral ED wwwlccsafeorg ,ail rUA4 T�% .•••"""• -�p4 �v3aCNSG"VI. Ns 047162 rt - ?p; STAre of .�a?�,c,,,oF,�. on 'w+� s�OAIAL�o`',, "t1°„� ,on,snnRsen' a»amsnxasrs ••_ -~"' ......„._.................. MAX. TOT. LD, 60 PSF REF LET -IN VERT DATE 10/O1/14 DRWG GBLLETIN1014 DUR. FAC. ANY MAX. SPACING- 24,0° 2: X Hip Frame Details Wsx4, Min, w Hip Frame, 'R' zl- Hip frame stops at plumb cut of jacks to maintain pitch continuity, )I Hip frame lumber Is SPF, So, Pine, HF, or DFL Standard, Stud grade, or better. \< See Engineer's sealed design for setback, lumber, _plating,_loading—and Jura ioactor required. 'R' Hip frame chords may be trimmed up to 2' to fit, purlins must be intact and properly attached. 13-1 /Hip Frame Common Tr sses Stepped Hip System I Trusses ns tback n6 JC c 1 Hip Pitched and Sheathed Chord Area Hip Framew B Bottom Chord o- Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0.131'x3.5' nails g#1 Lhipwcith rd of hip frame to be attached to 0.131'x3,5' nails 2 6' o,c, maximum spacing. Hip Frame Section B-B 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, Residential, Wind TC DL=4,2 psf, Kzt=1,00 Structur anels must be properly attached directly To hi�ta4�a1tr►r;lins, —VAR""-- READ AND fdJ.OV ALL Nods ON THIS DRAVDI[d �A REF HIP FRAME -OCKMANTmm FlFNISH THIS DRAVM TO ALL CON RACTRS MMUDM THE IHSTALUFRS, `� AQ' �Cj�N�1� '(,.t�'' Trusses req, %re extreme care h fabricating. handling, sNppirp, Installing and bracing. Refer to and •�J � \" follow the Latwst emtlon of DCSI Ctuatling Conponant Sofety [niorwtlon, by TP[ and SDCA) for safety P r.1 z DATE 10/01/14 practkes prior to perforNng {hose functions. installers sFmll provWe terrparvy �bratlr�p per DCSI. Unless noted otherwise, top chord shnU have properly attached atnxturnl sheatrong nn bottom chard ' *� = DRWG HIPFR1801014 shall have a properly attachad rloltl ceUhg, Locatbns darn for parnonent Lateral rostraht of ebs. _ _ shall have and rs on as per DCSI sections the J or PLO, et ils apdkaWs. Apply plotes to ench iota of truss antl ppoostbn as shorn above and on the Joint Details, ess noted a Wise. ��A'fE OF Refer to drawings ISDA-Z for standard plate positions, = .Q Alpine, a division of [TV McUno Components Grouupp Inc shall not be responate far ony deviatbn from S /(� Q AN TTWOOMPANY this drawing, any fnfure to bndld the truss h conformance with ANS[/TPI 1, or for hardUna, shipping, i _ O OP, ((f hstallntian t bracing of trvsws. %�,c yt4 p 1 A seal on tNs drorit4Vy w cover page Ustha this drawing, hdcates acceptance of professional \� thl. drawing �sp� the�respelyo responsibility o D�uilamhg Dwshrmr�perYAILSduseVTPP1 of Sac2. ryu7 xz For anY tars la steno y�A/({j/I` Earth City, MO Odva job's g page and these web sttes u L�Ffe •►9`\[m Earth Ciry, M0 63046 for more information see fink b's general notes dillp111110%" ALPINE, rrwahbneltm.[ann TAT, wrrtalnctemn SRdu nm.ehehduetrvaren 7C(1 nn mleernfenre h Valley Detail - ASCE 7-10: 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. Xx 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 f-- 8-0-0 max --{ 04 Unless specified otherwise on engineer's seated design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, same species and grade or better, attached with 10d box (0.128' x 3.0') nails at 6' o.c. In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with+ properly attached, rated sheathing applied prior to valley truss Installation. Or Purlins at 24' o,c, or as otherwise specified on engineer's sealed design Or By valley trusses used in lieu of purlin spacing as specified on Engineer's sealed design. Xxx Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord. ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. Valle Spacing Pitched Cut Bottom Chord Valley � Le-nalted ss 12 12 Max. X3 1X3 6-0-0 ��� 1X3 (Max Spacing) 2X4 P G\t` 1X3 5X4/SPL 1X3 Sip 20-0-0 (++) _! Supporting trusses at 24' o.c. maximum spacing. Square Cut Bottom Chord Val 2X4 4X4 -�If Stubbed Valley Optional Hip End Detail Joint Detail mvARNM3o RM Arm FTRIMV ALL Mn= CH MS BRAVM .�`� IUV11, TC LL 30 30 40PSF REF VALLEY DETAIL .-WORTANTws RMMH TMS BRAVM m ALL CONTRACTORS BrcumB+6 ITE DWAALLER& ,` 4 Trusses regNre estrene caro In fobrk.tlrp, handling, sftpl,g, Instalft and bradng, Refer to and DL 20 15 7 PSF DATE 10/01/2014 foltor Me {wrest editlan of 8C51 <Bwtlalnp Canponent Safety Infornptlan, by TPI and S8W for ssF.Ly `��,`g ,�j i:., ft�.�v pprwactkes pr'lan' to PerforMng these Punctlor s. Inatauers shall provide tenparary bra per BCSL IY�Ie s rated oth.nise, top chord shall Mve praperlY attached etructurat sheathkp7 and ration tlard ' BC DL 10 10 10 PSF DRWG VAL160101014 shall have o Prop.Hy att.ched N01d CNUUnnpp Locations shorn for pernanent lateral restraint of ebs shall hava bra Inatdted par HCSI .sties 23, H7 or MO, as W. Appl pates to each face d ��� f truss ab p`p"otan a. aha.n wa.. and an the >omt >btaLa, °wp4`eaa noad a.r.tsa. _ B LL 0 0 0 PSF Refer W drawings I6OA-2 for at-dard plate pnsttlons µ rtwaoMP�M znApd.. dvwan of ITV Bwt.�r�pp carpanent. (�o�p 1— atatt not be ra.pan.Ibt. far nny drvhtion fra Tl3T, LD. 60 55 57PSF aq, any f.0ur. to bu0d the truss In sonfa'nmKe with ANSI/TPI 1, or for hnndurp, fig, faTF (�F Instagotlon 1. bracing of trusses l A seal on this draW.g or cover page Usthg tHs drawing, Inacates acceptance of professional a n*=R�� war f� hy � uof Us drag % t% (3 nn � ll, UR,FAG 1.25i1.33 1.15 1.15 13389 Lakalronl Drive far arty k rospanclbllrty of BWdnp V-%V r` per ANSE/IPI I S.c2 ' �,`(` fl ";y Eanh 01 .MO 63045 For oar's Inf—tIon see thb ,lob's general notes Popa ana these web sites !. `.,�n i. ,SI SPACING 24.0' y ALPINE, r..atvineltrconr TPL ....tolnst— SBCN sw.sbc4ld,strvorot IM wwd-safearo / . L)//1„ _„ Li'al.T .�* _ Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enclosed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 Ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere in roof, Exp C, Wlnd DL= 5.0 pPsf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind ➢L= 5.0 psf (min), Kzt=1.0, Notei Top chords of trusses supporting piggyback cap trusses must be adequately braced by sheathing or purlins. The building Engineer of Record shall provide diagonal bracing or any other suitable anchorage to permanently restrain purlins, and lateral bracing for out of plane loads over gable ends. Maximum truss spacing Is 24' o.c. detail Is not applicable If cap supports additional loads such as cupola, steeple, chimney or drag strut loads. xx Refer to Enolneer's sealed truss deslon drawino for oioovback and base truss soecifications. Detail A 1 Purlin Spacing = 24' o.c, or less 12 Up to 12 17 II Spacing = O.C. max 4' L—Top Chord Scab <Typical Each End) Flat top chord purlins required at both ends and at 24' max o,c, spacing In between. Detail B ; Purlin Spacing > 24' o.c, Piggyback cap truss slant Walled to all top chord purlln bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. Attach purlln bracing to the flat top chord 12 using a minimum of (2) 16d box nails (0,135'x3.5'X Up to 12 V I I I I \\ 4' \\ I I \\ / I I I I Purlin Spacing > LT'alp(/24' o.c, max Full Chord Scob (Typical Each End) Chord Flat top chord purlins required at Depth both ends, purlln spacing > 24' o,c. Note. If purlins or sheathing are not specified on the flat top of the base truss, purlins must be Installed at 24' o.c, max. and use Detall A. 1)a}llfiillill -WART N REM AND FT UJ3V ALL NaTES W TM DRAVtM G ``/l�fftti ecUPGRTANT_ I'MUSH TMMAVM M ALL CWTRACT= ROMUDD4 THE DWALLERS �� `. t� '1 Trusses require extreme core In fabrlcAthhg, hondking ahlppine, h+stalUno and bmCing. Refer to and `- //��.CC follow the latest edition of BCSI (Busting Component Safety Information. by TPI And SBCA) for safety `vcE pprraactice. prior to performing these functions. Install— chnit provide temporary bracing per BCSI. �`` 1v, �S,(� -d Woes noted otherwise, top chord hall have properly attached structural sheathing and bottom chord zz IV \� 1 shall have a property attached right ceBing. Locations shown for permanent lateral restraint of webs , d rl �O of t have bracing Installed per above &and on th 87 or Details, as applicable. Apply plates to onU face — III III of truss Arc ppos 16O oc noun above plate on the .blot Ootalc, unlecc noted otherwise. Refer to drcwhps 160A-Z for' standard plate positions. Alpine, a dvislon of ITV BueWnp Conpononts Group Inc. &hall not be responsible far any devI.V- from '(� AN (TWMIvIPANY tNs drawino, any fallure to build the truss In canForronce with ANSI/TPI 1, or for handing, sWppbng, Y'9� ATE Installation L bracing of trusses. A sent on this d,.*,o or` cover page Listing thLs drn.eq, Indicates acceptance of professio al +'a p� engheerl,p responssMlty solely far the deslon shown The sUtab'Ilty aM use of thin aYarhg 4 � V j � 13389 Lakehonl Orive for any struc4re is tlo responsm4Fty of the Busding Deslprw:r per ANSI/iPt 1 Sec.& A�4p\\�` C4 Piggyback cap truss slant nailed to all top chord purlln bradng with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 03 grade scab (I side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o,c, Attach purlln bracing to the flat top chord using (2) 16d box nails (0.135'x3.5'). The top chord 83 grade 2x4 scab may be replaced with either of the followingi (1) 3X8 Trulox plate attached with (8) 0.120'xl.375' nails, (4) Into cap TC 6 (4) Into base truss TC or <0 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0,120'x1,375' nails. Note, Nailing thru holes of wave plate Is acceptable. to In addition, provide connection with one of the following methods, Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3X10 Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 0.120'xl.375' nails Into cap bottom chord and (4) In base truss top chord. Trulox plates may be staggered 4' a.c. front to back faces. APA Rated Gusset 8'x8'x7/l6' (min) APA rated sheathing gussets (each face). Attach @ S' 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 k2, full chord depth scabs (each face). Attach @ 8' a.c, with (6) 10d box nails <0.128'x3') Per scab, (3) In cap bottom chord and (3) in base truss top chord, Scabs may be staggered 4' o.c. front to back faces, 28PB Wave PI¢¢vback Plate One 28PB wave plgggyback plate to each face @ 8' o,c. Attach {eeth to piggyback at time of fabrication. Attach to supporting truss with (4) 0.120'x1.375' nails per face ply. Piggyback plates may be staggeder p4' o,c. front to back faces. Each City, MO 63045 For mom Information see this Job's general notes page and these web Shen O,rA �Q ta�� 1\t� SPACING 24,0' ALPM, wewnlphaitw.conh TPD wwx.tphstoroi SDCA, wwe.cbcWlustryorgi ICG nWccsafeong !/ 1:e /11!lII Ii111111 REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 CLR Reinf orcing This detail is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method is desired, Notes: This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified In chart below may be conservative. For minimum alternative reinforcement, re -run design with appropriate reinforcement type. Web Member Specified CLR Alternative Relnforecement Size Restraint T- or L- Reinf, Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 2x3 or 2x4 2 rows 2x6 2-2x4 2x6 1 row 2x4 1-2x6 2x6 2 rows 2x6 2-2x4W 2x8 1 row 2x6 1-2x8 --2x8-- 2 rows 2x6 2-2x600 T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. (BYO Center scab on wide face of web. Apply (1) scab to each face of web, Member Substitution T-Reinforcerlent Or T-Reinf. L-Reinforcerlent: or L-Reinf. Apply to either side of web narrow face. Attach with 10d (0,128'x3.0',min) nails at 6' o.c. Reinforcing member is a minimum 80% of web member length. T-Reinf, L-Reinf, Scab Reinf orcement: Apply scab(s) to wide face of web, No more than (1) scab per face. Attach with 10d (0,128'x3,0',min) nails at 6' o.c. Reinforcing member Is a minimum 80% of web member length. Scab Reinf. —VARNDABws READ A11D FaJ_OV ALL MOMS ON THUS BRAvnm TC LL PSF REF CLR Subst. W-WMTANTn FLWJM THIS DRAVM M ALL CWiRACTOM BELUDM THE INSTALLERS �� `v`� M/q t1 �i� Trusses require extrme core in fabrkntlnp, handling, shippb o, b1stalling and bmaw.Q. Refer to and . A\ '7%/ ''� TC DL PSF DATE 10/01/14 follow 1 Inteat etll�lOn of BC51 (B 111, Conponent Safety Dtfornat11, by 11 and 111 for safety prncties prior to parFornlng these functions. Instogers shalt provide temp ,z, bradr� pe r BCSL `� ��tJ E'YS UNesa noted otherwise, top chord shalt Hove property attached structural ahenthing and bottoh chord � C DL PSF DRWG BRCLBSUB1014 n shall have a property attached HIM eelUno. Locations shorn For pernanent lateral restraint of webs H� chnll have bracing InctaLLed per BCS[ roctlons 23, 87 or 210, IS Icnbte. Appl pWtas to each face Q 11 11—_I1� I c—, of truss nd pocitton as -noun nbovo and on the Jdnt Dottie, °un%ss noted a�t,er.tse. _ i1C LL PSF IFI�IU�� Il=r— Refer to droving- 16DA-2 far standard plate positions g Atphe, o (gel -Ilia of ITV BuRding Components Group Inc, shalt net be responsole for an deviation frM � y OT. LDS PSF AN ITWC:OMPANY this drawing, any falture to bAd the truss In canfornnnce sith ANS1Rp1 1, or for handt�nD, shppo-,g, •p pt'j" bF InstaUotbn s brav,g of trusses. rQ A scot on this drawing or cover pAN tc list►m this drarhg, bwlcWt acceptance of proPesslanal 2h%'S +f����M.. �Q`` DUR, FACE respaatRlty sdely For the design shorn. The sVpe`y and use of thla drowhp 3tY' 4 Y' I PaP— any Is the re-ponsgoFltY of the &ddtrg Dr.JyKr per A16I/iPf 1 Sec2. 0 73389 Lakefront Odve ue� hors �fornattasee this s eneral notes a ntl theu,reb sites, `�i t ��� Earth City. MO 63045 a, a, , _ ._..... . ___M �°::,..,,a ward. ___.,��0e _.,.,._. _. ...._r,..._. �fe. fii.�... _. .,at t� _.aa° SPACING 6 Cracked or Broken Memicer Repair Detail Load Duration = 0% This drawing specifies repairs for a truss with broken chord Member forces may be increased for Duration of Load or web member. This design is valid onlyy for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and sppecies as damaged member. Apply one scab per face. Minlmum side member lengths) = (2)(L) + (B) Scab member length (S) must be within the broken panel. Nall Into 2x4 members using two (2) rows at 4' o,c„ rows staggered. Nail Into 2x6 members using three (3) rows at 4' o,c„ rows staggered. Nail using 10d box or gun nails (0,128'x3', min) Into each side member, The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f, This repair detail may be used for broken connector plate at mid -panel splices. This repair detail ma not be used for damaged chord or web sections occurring within the connector plate area, Broken chord may not support any tie -In loads, s do L L —� ---'TXPIcai + O + O + O + O O + O + O + O + —I 2' [— I Stagger = Back Face 10d Box (0.128' x 3', min) Nallsi = Front Face 2x4 Member - Double Row StaggerE 2x6 Member - Triole Row StaQaere Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web ❑nly 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 4 975# 1055# 1495# 1745# Web or Chord 2x6 1465# 1585# '2245# 2620# Web or Chord 2x4 30' 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36• 1 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 4 • 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# L Minimum B� L Distance tunlnun L Distance B L Nail Spacing Detail I I I ���rt ,, L I 1� Q II IL-110 Il---+ ILI�IIJr—� ILf9 AN tT\NCOMPANY 13389 Lakefront Dove Earth City, MO 63045 —WARNIf " READ MD FDLLOV ALL NOTES ON THIS mL1vDJm -WORTANTo F(BMSH THIS DRAWING TO ALL (Y➢iTRACTIDLS BCLOM THE WTALERS. L Trusses requireeKtrene care M Pabrlentk g, handling shipping, Installing and bracbg. Re Per to and folloe the latest edtion of SCSI (HuRdha CArgwnent Safety Inf—tton, by TPI and SHCA) for safety p'nctices prior to perforNn9 these functions. Installers shall pravkle terpornry Matlng per BCSL Unless noted otherwise, top chord shall have properly attached structural sheathIN and bottom d+w shall Ymve n properly aitachetl Nold eelMp. locations sham far permanent laterol restroht of ebs shall have brachp Mstnl(ed par SCSI sactWnc B3, B7 or Blg, os opWkablo. Apply plates to each face of truss and �esltlon as shorn above antl on the Joint Deto4s, unless noted otherwise. Refer to drawings 16DA-Z for standard plate posltbns. Alphe, a dvlsion aF RV B,dldhp Canpanents Groff Inc. shall not he responsible for ony devlatbn from tFds (hur4g any fa0.ure to hWld the truss M coniarrAnce rlth ANSI/TPI !, or For hnntlUnp, sNpp4g, Mstnilatbn L hrachg of trusws. A eed on tlds drnehg or cover page Usthg tHs droW,g, hdlcntes acceptnrrr oP professlonnl engMeerYg responsa�0.lty solely for the de shorn. The suitablkY ontl use of this droehg fa any structure N the responsmlllty of tFre Bu0.dhH DedBnn' per AHSI/iPI 1 See2 For more Mfornatiosee this this Jobs general notes a d these eeb sites ALPINE-—AlpMcite.coni TPI- rre,tphst.orm SBCA, rm bOndand ICO —Jccsafea19 ♦♦� \ Y^ C- -A� '+y, : VG1Y .� ri 5 ♦r ` �\ : No. OF e i� � 9 p �i� 0 s �� 0 !l `�� ��ffl�"�;, /� � .!wV `♦ • f'�[A hh��/fyy{{ ((@,1u�\t♦� •fI ,`r ttlfY �f111111111 i)r1112t1tt REF MEMBER REPAIR DATE 10/01/14 DRWG REP CHRD101 4 SPACING 24,0MAX STANDARD BOTTOM CHORD FALSE FRAME DETAILS L 4' 0' OC MAX.� LENGTH T0. TRIM FILLER 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' O.C. MAX., OR SEE NEXT OPTION. — IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE.LOCATED WITHIN + OR — 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX. PANEL LENGTH). APPLY REQUIRED BRACING (SEE BELOW). — ❑PTIONAL 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 ❑RIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC, IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' O.C. FOR A SINGLE —PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD <MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' � O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER PER THE LATEST VERSION OF ANSI/TPI. THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' O.C. MAX. SPACING AND 1OPSF MAX. CEILING LOAD., WITH THE EXCEPTIONS mnTp,n ON THIS SHEET I USE THIS DETAIL FORT ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIOP RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME. LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES. 3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL. TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'-0'), iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE, FALSE FRAME MEMBERS MAY BE CUT AND FIELD M❑DIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT CONDITI❑NS. BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER M❑DIFICATION, SHOP APPLIED — USE AN ALPINE WAVE 20 GAUGE 3x4 MIN. PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH VERTICAL WEB. ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT — IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE). FIELD APPLIED — PLACE FALSE FRAME CHORD IN —PLANE WITH THE TRUSS. — CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. — JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0.128'x3'> NAILS AT EACH END OF EACH VERTICAL. <12' MIN. VERTICAL BLE — MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0.113x2,5') 2 3' ❑,C, AT THE FALSE FRAME HEEL J❑INT IF DESIRED. — VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4> 11 GAUGE (0.120') xl,375' NAILS INT❑ EACH MEMBER (ONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS). — IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN. BLOCK SCAB, CENTERED ON THE SPLICE JOINT, ATTACHED WITH (6) 10d BOX (0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT (ONE FACE ONLY). ot]P[I3TANTnVARtaNtlss READ AND FOLLOV ALL latIM (IN THIS DRAVBCe `\���IVIF{R�'rryir+ REF BC FILLER FLINSH TIDE BRAVIM TO ALL CRITRACTURS DCt WIM DE BISTAUXIM . `V � 1 r Trusses regWre extra.. car. In fabrlc¢t4g, hah fllm shipping, Instatl and brochp. Refer to and \ \/. EN DATE 10/01/14 fdlow the latest arstlon oP IiCSI (Busdnp Canpanent Safety iniorwtbn, 6y TP[ oM SBCN for sofety dJ L1 pprranctices prior to performing thew functlons. Installers shall provide teralorary bracing per BCSL�a� UMecc no otlwrv�e, top chord slag have properly attached structural whoa and bottan Cior N DRWG REPBCFIL1014 ' Wl lave a property attad ld rl¢W ee!na. Locatlom shom for pernanmt lateral restraint of webs shall have bradrg ion as d per D I secd an th J or M as IlAtm¢no Apply plates to each F¢ee A IILLLL1IIIu�~' of trust and position as .ham nbov¢ and an the .bht BID, s, arnica te. A othardse. Ti Refer to drawings 16OA-Z for standard plate positions. Alpine a dlvisl h of ITV Bu4dnp Conponants Grow Inc. shall not be rospons0,le for anY devNtbn fr Cam` Aa Ir aF' AN IIWCOMPANY thls drawhp, any foil— to bhrt tfie truss N con or,ance .Ith ANSVTPI 1, or For hnndOnp, shlpptrg, 10 hst.1"Alon L bracing of trusses. �k A seat on this dradrq w cover Pape Listing this drawing, bukates acceptance of professlawt far eddy Oar 't/w design shorn 7'M vdtnb9lty ord use of this dvvslnp \ ` 1338D Lakefront Orhm for orry b fM rasponsWUty of the ILAeBnq Baslpror per ANSVIPl l Sec2 Earle City, MO 63045 s a mar more InFematlan see tiftju,bss enerol notes p,¢pe and the web sltes.ee,,..., dST)h ►.��t]nlAl_. F� �v` SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, 30.00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1.00, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 f t mean hgt, located anywhere in roof, wind TC DL=4.2 psf, wind BC DL=6,0 psf, Kzt = 1,00. Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0,128'x3,0', min) nails at 8' o,c, plus clusters of four nails where shown in figure below 00. NOTE: #2 is the minimum lumber grade allowed for all species. NOTE: Add 210# uplift (max.) to reported truss uplift for wall connections, 3L 14 L 24' MAXIMUM 12 2 TO 12� woVARN1NG— READ AND FOI-LOV ALL NOTES ON MS DRAVOIfd FD0'lptTAN77u R*M TVOS DRAVING TO N.L C@ITRACTORS INCLUDING THE MSTNA.ERS. Trusses w equtre evtrene carve h fobri-tlnp, h-'Ung, shipping, lstnlUng and brnchgg.. Refer to and Fodor the latest etlttion of HCSI (Hu' Component Snfefy Iniw,atlon, by TP[ and SDCA) for safety procHc¢s prbr io p¢rFarnhg these 1—tlons. 1-tall¢rs sMll provble t¢np4�11``aarryy MrntlnR Per BCSL Unless noted otherwise, top chord Shell have properly flashed Structural ah .71- g and batten cho shall have a properly atrched rigid ceAMg. Locotiom shorn Par permanent lateral restraint of .eb: d f1 f=�F7 shall have bra cb h as - per above sections 'the -1 or Dot os -AessappOcabte.no Apply pietas to each face I I�I�L— 1'11u1 f truss aM ppodWn as shorn above and on <he bht Detnlc, uNass noted otherwise. Refer to draMngs 160A-Z for standord plate positions. Alpine, n dvlslon of ITV Du4dng Components Gro�q Inc shall rat by respons!61e for any Oevlatlon Fr AN WCOMPANY tNs Rdrovng any Fa0.ure to bJld the truss h confer wxe wtU ANSVTPI t, or for hondU g, sNpp4 g, hstallatbn L brodng f trusses. A sed an thlsdrn.hg ar cover page Ust%V Htls dra.hy WDcates atxeptu,ce of proFesstaal •r+Bbl¢¢r►'tD re solely for the deslOn tdam The SJtablttY and usr of tYtls droehp for ¢nY sb�ucdre�is the respan>to0.lty of tM BJldng Da�JDner Per NISI/TPI I Sect. 13389 Lakefront Drive for note Wornatlon see this Job's general notes page and these web sltea Earth City. MO 63045 ALPINE, rwwatotn¢it—ant TPI, —tnhGtorot SECAi wrvsbcindustrvarai ICO —Jcccafe.orp 00 TOTAL TOP CHORD LOAD NOT TO EXCEED 40 PSF (DEAD PLUS LIVE) UR, FAC, 1,15/1.25 PACING 24' REF 2X4 SCAB O.H. DATE 10/01/14 DRWG OHSCB2X41014 N Y A w u O I12 (2) 16d TOE NAILS VARIES I OPTIONAL SCISSORS BOTTOM CORD (2) 16d TOE NAILS 18-0-0 MAX. SPAN I TYPICAL END JACK (EJ) i N.T.S. ,OG t n I 12 (4) 16d NAILS L>� VARIES See Connection Detail k \ OPTIONAL WEB CONFIGURATION 3X4- (4) 16d NAILS See Connection Detail 111-3-12 MAX. SPAN TYPICAL CORNER JACK (CJ) N.T.S. CONNECTION DETAIL m I FOR EACH LOCATION SHOWN TOP & BOTTOM 2x4 SYP Nailer 16 Long 6•-0" Top & Bottom use 16d Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. B 0 12 VARIES WEB CONFIGURATION (4) - 16d NAILS See Connection Detail 11-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. TYPICAL CORNED' SET INSTALLATION �by�inel>'sfalee®®! ti TYPICAL DING (P.S.F.) �`•�P�••� C,.E /y 8 LA •.•• —\ od TILE: SHINGLES: ., . • �' �` TOP LIVE LOAD:a zo 20 No • a MANUEL MARTINEZ, P.E. TOP DEAD LOAD; 15 7 BOTTOM DEAD LOAD: 10 10 .` TOTAL• I 45 37 FLORIDA REGISTERED ENGINEER STRESS INC. 1.25 1.25 = ro : (/�''cr LICENSE # PE 47182 WIND DESIGN: UM. 160 MPH PER o '. STATE OF : O/v ASCE 7-10 MM. 24' O.C. i 0 s c` •;�4 "WARNING" Read & Fdllow all notes on this drawing. 40e ;? � , ��� o0 Furnish this drawing to all contractors including the installers. t4�� •' •�4.`®eo { �aId11A0l� I m G� L— L L W7A J HIVULK JI71tUULt I TRUSS BEARING HEIGHT SCHEDULE UNlE55 No1FD OTHERVASE ALL KA NGEHS ARE USP 1HUS28•. 8'-8" ELEV. ROaF 11USS DESQI oLiQdA TCLL 20 P.M. E1Da 1AU55 oE9GV tl>tiWA LOLL 40 pa.t T.CDL 7 p.at. LCDL 10 Ir.af. B.CDL 10 Pat. B.C.D.L. 5 pat TOTAL 37 PLI. TOTAL 55 Pat DURATION FACIOH 1.25 DURATION FACTOR 1.00 WIND STANDARD ASCE 7-10 FLOOR TRUSS MAY BE ADJUSTED WDID SIM 160 mph 2" FOR PLUMBING IF NESSARY BIBDDIG !EXPOSURE C FLOOR TRUSS SPACING BUI DING TYPE — 2'-0" UNLESS NOTED APPROVED TRUSS ANCHOR BY BUILDER 2X4 MINIMUM TOP AND BOT;':1- J'f — ON BRG81, . UNLESS NOTED OTHERWISE TYPICAL TRUSS END ALL SPACING IS 24" O.C. EXCEPT AS SHOWN. DO NOT CUT OR ALTER TRUSSES WITHOUT AUTHORIZATION FROM THIS OFFlCE THIS OFFICE MUST BE NOTIFIED W..THIN 10 DAYS OF SHIPMENT OF ANY BROKEN COMPONENTS AND/OR MIS9NG PIECES. NO BACKCHARCES WELL BE HONORED, WARNING M11IXDaAL rRAImN4 FRmW1IAA1/a iiWMIF)lr 9NlWG6NCrx R6PRN- ssm a x TA ARE DEwNm, EIAa MNr)ACTRAL a D111 t rA®x.Ta. croso s I=Dw1RU51E9 Ara . A`— ro srx PRCTI59p1AL ADN¢ 1saNaw WaclO TAaA¢w Im Rs ALfuY9 ¢MILAD m PAEAIf 1DY%DlB Arm OfA@TW1C dAdNC Dm.Tlo11: AN) PD'AMNNr BRADNC Wqd WY BE IfmDdD N SPlIDC Y➢RIGWtl2 4'L'®iAmIJ vAYL DIlI59, WIDRNNR! A!L 1EfAA0IDAlO1S (BC9-BIT rtTt FlRIIDA WOIYATRI. 1RUS25 9UlL BH INSTAUID a A SiRNOIT ANp fM111B P09MEY Y w NC 9W11eM Is APEIm mmcnr ro 1oP AA9/OII Bona oloADa 11EY s1ML � eAA® RI � a TIO daw Of M TRUS96 OR RII RUdm RDI raAmMD¢ cus ounNo Basnla ro taVEar own¢ aR PNapui x+ar. NOTE IT IS THE RESPONSIBILITY OF THE BUDDING DESIGNER OR ARCNf1ECT TO PROVIDE AN APPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEEMG. SPECIAL CONSIDERATIONS FOR MECHANICAL EDUIPMENT AND/oR PLUMBING (AND THM CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRANNED BY BUILDER ON APPROVED TRUSS LAYOUT PRIOR TO FABRICATION. THIS COMPANY IS A TRUSS MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED N WTCA G5. UOLl1MLN75 rN0. G T RGTALATION AND MACINS CIF TRUSSES MANUFACTURED BY THIS COMPANY, APPROVAL SIGNATURE YOUR SIGNATURE WILL AGOIOWIEDGE 1) AUTHORIZATION TO PROCEED WITH FABRICATION. 2) VMFICA71ON OF ALL GMENSIONS AND CONDITIONS. INCLNXCWNG WALL HDITS, ROOF PITCK FELL HEIGHT OVMUkNGS, COUNGS, EEC. 3) TRUSSES Y1SL BE MADE IN STRICT AMMANCE WITH THIS TRUSS LAYOUT. 4) 1 HAVE READ AND UNDERSTAND ALL NOTES AND WARNINGS ON THIS PAGE AND AGREE TO BE BOUND BY THEN, SIGNED TIRE DATE REQUESTED TRUSS SHIPMENT DATE ACNAL MUSS SHIP DAIE IS BASED ON CUR CURRENT DEANERY SCJEDUIE ) I I C n RANEY COMPONENTS, LLC me Blvd. 34736 9-9429 rton 6 C