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SCANNED BY - L,UCaS County RANEY COMPONENTS Cdl1ey 19900 Independence Blvd. Groveland, FI 34736 t onlponents, LLL one: (352)429-9429 * (352)429-0304 * Fax: (352)429-7429 Cover Sheet Order # JOB # 36CS00062 Printed: Tue, May 29 2018 Iinrormar►on: Address: FOR Name and License Number: Customer Name: Creekside Lot 62 DIII Horton 8640 Cobblestone Dr Desbriplion: 4E1bq B 1828-Cali "C" City, State, Zip: Fort Pierce, FL vwwny nrrvrrrrwarvrr. II11 Rol Loads: floor Loads: TC �ive. TC Dead: BC Llve: BC Dead: n TC Live: TC Dead: I BC Live: BC Dead: 20 7 0 10 0 0 0 0 Code: Wind Std: Wind Speed: Bldg. Useage: Building Type: Wind Type: FB it 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C W/M Paj Ells or sheets covered by this seal from: 1 thru 24 Total 24 l I �# DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO # DESCRIPTION SEONO 1 Al 2 AtA 3 A2 4 A3 5 A4 6 A5 7 A6 8 A7 9 ABG 10 B1 11 B2 12 B3 13 B4 14 ES 15 B6 16 B7 17 E18 18 Di GE 19 C1GE 20 EJ7 21 Ell 22 BJ3 23 BJ1 24 CJ7 i i i I Digitally signed by Manuel Martinez DN.c=US,o=ldenTrus[ACES Business n U e I Representative, ou=M AND E ASSOCIATES P.A., cn=Manuel ,7 t" Martinez, t�.9,.2342.19200300.100.1.1=A0109800 �y 000014W-F8FE960000211F gi g _ a�t n.' Date: 2D18i05.2917:38:25 -04'00' *,r Adobe Acrobat DC version: II � 2015,00630418 r� rft STATE i w S 4001SA38FF5081806137F4800992E95FB Ifillzadaaafadby P.UniiMar2l '?£..jFL.1iz.i7FB2.}o�'P?.,e1�.&a attaee�ca6mnm uan's SifAi +'��3Cnt1G7$EL@LL�Sdd. FI copliI dwxmem = not =diared admdsalad =6OwVia:aacnben&Au mCodemetU*vfbdocmydcctrank Ins.. FILE C Page 1 of 1 0 Job Number: ply: 4EBB 1828-Ca6CC a/DR Horton /4EBB 1828-Cali "C" I Wqt 111 Ibs I FROM: AH 252 ! T10 / COMNI DRW i 05/29/2018 I Truss Label: Al 6'4"9 T10 14'4°7 19'10" 25'3"9 31'9"7 i 33'3'l 398" i r 6'4"9 +1'6" 6'5"15 5'5"9 5'S"9 6'5"14 r 1'6°r 64"9 1 1112X4 m4X6 m3X4 =3X8 m3X4 4X6 192X4 SEAT PLATE REQ. SEAT PLATE REG. 39'8" -I �1+ 6'2"13"3 +2'0"1% 5'9"1 �_ 5'9°1 +20"15 5'9"3 1 6'2"13 1� 6'2"13 12 14'D'1 19'10" 257"1 2T8" 33 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L!# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.187 O 999 240 B 1654 1709 / 961 / - / 445 / 8.0' BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.479 O 999 180 J 1654 / 709 / 961 / - / - / e.6 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.078 L - - Wind reactions based on MWFRS EXP: C HORZ L 0.140 L B Min B Width Re 2.0 Des Ld: 37.00 (T )= � q = NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 J Min Brg Width Req = 2.0 TCDL: 4.2 psf Bearings B & J are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.666 TPI Sid: 2014 Max BC CSI: 0.600 Bearings B & J require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.593 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) ri Chords Tens.Comp. Chords TeI Comp. GCpi: 0.18 Plate Type(s): I Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1114 -19D6 Lumber B - C 1492 -3056 G - H 1255 -2428 C - D 1227 - 2466 H - I 1228 - 2467 Top chord 2x4 SP #1 D - E 1254 -2427 I - J 1493 - 3057 Bot chord 2x4 SP #1 Webs 2x4 SP #3 E - F 1114 -1906 J - K 27 0 Bracing Maximum Sot 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 B - R 2673 -1193 O - N 2105 -826 web member. Same species & SRB grade or better, R - O 2670 -1193 N - M 2671' -1195 attached with 8d Box or Gun (0.113"x2.5",min.)nails 6" oc.► yyKic rw tl� MAP' df� O - P 2670 -1193 M - L 2671 -1195 - �$ " P - O 2104 -801 L - J 2674' -1194 ft Loading sae; Truss passed check for 20 psf additional bottom * M5047162 'A Maximum Web Forces Per Ply (Ibs) chord live load in areas with 42"-high x 24"-wide » a Webs Tens.Comp. Webs Tens.; Comp. clearance. wo, " i 0:00 R - C 276 - 5 O - G 494- 777 Wind ok 0' C-P 418 -596 G-N 464 -164 Member design based on both MWFRS and C&C. P - E 464 -164 N - 1 418 -597 TAX E - O 494 -T76 I - L 276 - 6 �i F - O 1385 - fill 40 015 A38 FF 50 918O BB 7F48 00 99 2E 85 FB Thb itemUlab.-Male 1�pdd WId =led byr M.1 MLartb=, i� rFL. ttc.G47t82t an �mdaxa 5iwwn:.o teaing x SN.il sentPtnt&_tar�ftt. r"YY&atedtgtlmsrafth3s dacaea�starm woatft�ad z74nn�' mil scaled and thasm3 m mydeztmnk cmlm "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI "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 SCSI (Building Componen[ Safety Information, bVV TPI ancl'SBCA) toF safety practices prior to performing these functions. Installers shall provide tempos aney bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperryly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg mstalled per SCSI sections B3, B7 or 610, ntn x�nertts iu as applicable. Appty ptales to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to 1 drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc.,shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI1gfPI 1, or for handling shippinV, installation and bracing of trusses.A seal on this drawing or cover page, listing this drawing indicates acceptance of proiessiona 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. t I9 F Number:36CS00062 B 1��8���28-Cali "C" /DR Horton /4EBB 1828-Cali"C" s i:ebel: A1A gL,260.4 Ibs FROM: AH 255 / T13 / COMNI DRW; 11 r 64"9 +T6"4 6545 + 5'S'9" EN I 46712 51"7 '31'6'r 6'49 T N 1 M FwW2 t12X4 =4X6 =3X4 =6X8 012X4 12X4 m4X10 05/29/2018 SEAT PLATE REQ. I 6'2"13 5'9"3 6'2"13 12 2'0"1 5'9"1 14'0"1 1910 SEAT PLATE REQ. 39'8" J 2'10' 4' 6'5"15 6'61 1� 228 26'8" 33115 39'S" Loadin l Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Deft/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# Lac R / U / Rw / Rh / RL / W TCDL:, 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.244 G 999 240 B 1561 1708 / 960 / - / 445 18.0 BCLL: - 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.669 G 999 186 K 1561 1708 / 959 ! - / - / 8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.128 M - - Wind reactions based on MWFRS Des Ld:� 37.00 EXP: C HORZ L 0.240 M - - (T )� B Min Br Width Re 1.8 9 q NCBC � : 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 K Min Brg Width Re = 1.8 q - Soffit: :�I 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.613 Bearings B & K are a rigid surface. Load D ration: 1.25 BCDL: 5. 0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.599 Bearings B & K require a seat plate. Spaciri : 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.980 Maximum Top Chord Forces Per Ply (Ibs) 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, HS VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1424 -2568 B - C 1489 -2859 H -1 1743 -3379 Lumbef C - D 1225 -2257 I - J 1722 -3418 To chord P Dot ch' 2x4 SP #1 ird 2x4 SP #1 D- E 1252 -2218 J- K 1477 -2841 K L 27 0 Webs., x,t SP #3 E - F 1112 -1740 - F - G 1609 -2514 (a) Continuous lateral restraint equally spaced on membe . Or 1x4 "T" reinforcement. 80% length of web m;aber_ Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" o'o- Wind l design based on both MWFRS and C&C. 0 40 015A5E FF 588180 BB7F 48 00 99 2E 85 F8 Slam item ri"'btmc{a gz nmd=A alad 6g 3ltasa Imatunaz, . (Fi. tie.%47M2i M th.dewe Mwfaharm ar.Rng a Siwl ab'�FcritkaYNJa�R. F�k mdtwinelthfs docrrm=arm mot cauliwod Apmd wad ;salad .1 tj x4S5RA.i a s-thentScas'esae do nuat he aasdfcdm as d"rmk cmpiaz. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-U 2497-119D R-Q 20 -9 U - T 2494 -1190 P - N 2985 -1303 T - S 2494 -1190 O - M 36 -15 S - R 1920 - 800 M - K 2477 -1179 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ U- C 276 - 5 P- G 195 -122 C - S 416 - 608 P - H 601 -1075 S - E 463 -160 H - N 807 - 357 E-R 494 -720 N-O 114 -4 F-R 42 -515 N-M 2557 -1218 F - P 2273 -1098 N - J 527 -162 R - P 1879 - 657 M - J 390 - 685 P-Q 27 0 **WARNING*' READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rrrrey. bracing Iper BCSI. Unless noted otherwise,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 13101 om ranerNs tir as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. f'tefer to F drawings 160A-Z for standard plate positions. Alpine:$ division of ITW BuildinccL�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss i ' conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. _ listing this drawing, indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. r Job Number: 36CS00062 Ply: 1 SEQN: 668250 / T9 / HIPS 4EBB 1828-Cali "C"/DR Horton MESS 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: A2 Wgt 246.4 Ibs / ... 05/29/2018 1 =4X6i W8 7 + + 39 648 80'365419 106779 7 13564"8 1�041 M5X8Z25X8 F G m2X4 =3X4 =3X6 zC X8Q3X4 =3X6 m3X4 ®2X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 6'2°12 5'10"3 1'11" 51"12 1'6° 5' 1'11 5'10"3 6'2"12 12'0"15 14' 19'1"12 20'8 25'8" 27'7" 33'5"4 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh ! RL / W TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.156 P 999 240 B 1561 1710 / 964 / - / 428 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.428 P 999 180 K 1561 / 710 / 964 / - / - / 3.0, BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.068 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(fL): 0.126 M - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 K Min Big Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf p Bldg Code: FBC 2017 RES Max TC CSI: 0.444 Bearings B & K are a rigid surface. 9 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.536 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.665 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply Ibs) Chords Tens.Comp. Chords Tens Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1148 -1820 Lumber B - C 1600 -2823 H - 1 1352 -2348 C - D 1333 -2384 I - J 1333 -2385 Top chord 2x4 SP #1 D - E 1351 -2345 J - K 1500 -2823 Bot chord 2x4 SP #1 E-F 1146-1814 K-L 21 0 Webs 2x4SP93 F-G 1101 -1552 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Or 1x4 "T" reinforcement. 80% length of Chords Tens.Comp. Chords Tens Camp. web member. Same species & SRB grade or better, *1 010� i attached with 8d Box or Gun (0. 1 13'x2.5",min.)nai4, 1ls B - T 2458 -1193 P - O 2059 951 6" oc.xse T - S 2456 -1193 O - N 2059 -951 �FE IV, r S - R 2058 - 921 N - M 2455 -1203 Wind eft � 4 R - Q 2058 -921 M - K 2458 -1203 Member design based on both MWFRS and C&C. Q P 1547 -603 0 Maximum Web Forces Per Ply (Ibs) 6 Webs Tens.Comp. Webs Tens., Comp. U T-C 216 -6 G-P 537 -311 C-S 309 -440 P-H 474 -697 * " x S - E 426 -151 H - N 427 -153 *a s E - Q 472 - 694 N - J 308 - 438 vaa��r► F-Q 541 -377 J-M 216 -8 �_✓ia' Q-G 317 -297 40 01 SA38 FF 5B 8i B01i87€ 48 00 99 22E S5 FS Tmzaprs'tust=ncwarwk si*�nodwiseaiadbyoatwwAmart PE(a. tk.94;11321 on 1,'iQ.`°�':39�SitCC/�:5�1'Yffi iASA{I�3$}I'AK3 S':ttiC I!mtL,,nsQh'h'C.. ftoudupnafthkdocara.Eaatasmnnt amdst6,nxtsandseai�st =6 dw5 ;::zv`ihenYlza4t�scadc r9s�[�a xsrtfied casscgsdecttnnk alas.. "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI ""IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire 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 safety practices prior to performing these functions. Installers shall provide temporarryy erney bracing per SCSI.. Unless noted citherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attach etl rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 8910, �, ents nr as applicable. Apply places to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. i2efer to 7 drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildincc��Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. it Jab Truss Des Load Top Bot 36CS00062 ali "C" /DR Horton MEBB 1828-Cali "C" A3 Qty: 8.0 Ibs I FROM: AH 248 / T8 /HIPS I DRW:/ Wgt: t_ 6'42 T10",9 12'4"8 1T i 22'8" 2T3"8 31'9"7 133'3� 39'8" 1.6•t~ 4'5�15 47.8r1'� 5'6• '{" 47"8—r 4'5"15 r1'6" 649 a6X6 r r_ 6X4 =3X4 �3X6 =3X8 =3X4 =-3X6 =3X4 NX4 05/29/2018 SEAT PLATE REQ. SEAT PLATE REQ. 39,e" J 1' 6'2°13 510°3 I'll" 5'6"4 3' 5'10"3 6'2"13 1' 6'2"13 121" 14' 3112 22'8" 258° 111 335"3 39'8" ~27AI 12� Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) 20.00 , Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W B 1561 1712 / 965 / - / 387 / 8.0 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.155 P 999 240 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.425 P 999 180 K 1561 1712 1965 / - / - / 8.0 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS 3 EXP: C HORZ TL 0.125 M - - ) B Min B Width Re 1.8 q Code / Misc Criteria 10.00 15.00 ft Mean Height:( Creep Factor: 2.0 K Min Brg Width Req = 1.8 .00 2-00 TCDL: 4.2 psf Bldg Cade: FBC 2017 RES Max TC CSI: 0.379 Bearings B & K are a rigid surface. ation: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0A53 Bearings B & K require a seat plate. 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.685 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): VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1269 -1955 Wind Duration: 1-60 1 WAVE B - C 1550 -2830 H -1 1397 -2334 C - D 1378 -2373 I - J 1378 -2373 2x4 SP #1 D - E 1397 -2334 J - K 1550 -2830 2x4 SP #1 E - F 1263 -1946 K - L 27 0 SP #3 F - G 1203 -1695 design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - T 2465 -1239 P - O 2043 -1000 MAP' T - S 2463 -1239 O - N 2043 -1000 'v.. S-R 2043 -970 N-M 2463 -1287 xiiO R - Q 2043 - 970 M - K 2465 =1267 Q - P 1693 - 751 0,47182. WOW ' Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp- T-C 230 -6 G-P 564 -328 C - S 324 -466 P - H 412 - 580 S - E 383 -160 H - N 382 -161 E - Q 412 - 5W N - J 324 - 466 a"�� F-Q 561 -334 J-M 230 -8 a _. •,'t Q - G 231 - 227 40 01 SA3E FF 55 8180 513 7F49 00 99 2E 85 Fla' riafc3temitas crag i zas g; add wdstaledbYw4wdM&artw I4'~�iHnCiCa.`.i�4Cd#$ffi.. x'�t5te3cep�as drx� aae motsrmaxi�'rx�d �e<ca9 tad east ti',:.at"S=t9aesrtAeatasseEn v:aszsr@arNk#caWgdectrmr sa�ias- "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! *`IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusse require extreme care in fabricating, handlin shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Compo,'nengt Safety Information, byy TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary crtre bracing er BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache�rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 610, ©3rr r�sttert(s taz as app(!pable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to T, drawings 160A-Z for sandard plate positions. Alpine114 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 hvsses.A seal on this drawing or cover page- . listing !g�his drawing indicates acceptance of ppr ) esstona engmeen 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. Job Number: CS00062 Ply: lii "C" [DR Horton /4EBB 1828-Cali "C" I Wgt '254.8 Ibs I FROM: AH 246 ! T7 /HIPS I DRW:/ 05/29/201 B I 4EBB 1828-Cal Truss Label: A4 64"9 I T 157'F 24'8" "9 319158 � 3 9 9 227"94 V04414 4910D94 =3X4 m5X6 16(4 3X4 =3X6=3X4 =3X6 �- X4a3X6 a3X4 1164 SEAT PLATE REQ. SEAT PLATE REQ.! 39B" I �1+ 6'2"13 + 12,0" 5 +1� 1 910" 24'8" 25'�.° _1._'1�1 33'S°3 39'83 1 J H 277"1 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in foe Udell U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.158 G 999 240 B 1561 / 714 / 962 / - / 346 181.8 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.434 G 999 180 L 1561 1714 1962 / - / - / E .6 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.067 N - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.125 N - - B Min Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor: 2.0 L Min Brg Width Req = 1.8 TCDL: 4.2 psf Bearings B & L are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.387 Bearings B & L require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.454 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: OA64 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens Comp. it Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 133j -1958 Lumber B - C 1577 -2832 H - I 1388 -2093 Top chord 2x4 SP #1 C - D 1411 -2370 i - J 1429 -2331 chord 2D - E 1430 -2331 J - K 14 1 -2370 Bop x4 SP #1 Webs 2x4 #/3 E - F 1388 -2093 K - L 15�(5 -2832 F- G 1334 -1958 L- M 27 0 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens Comp. , jS1111,1 ? B - V 2467 -1273 R - Q 183 864 V - U 2465 -1273 Q - P 2089 -1026 .e v U - T 2039 - 996 P - O 2069 -1026 #+ e T - S 2039 - 996 O - N 2465 -1302 S - R 1831 - W5 N - L 2467 -1302 0471:8,2. . so Maximum Web Forces Per Ply (ibs) oft Webs Tens.Comp. Webs Tens Comp. V-C 235 -6 R-H 2T8 -172 n OF C - U 327 -473 Q - 1 4- 522 U - E 351 -161 H - Q 546 - 372 E - S 404 -522 1-0 351 -161 F - S 546 -372 O - K 32t3 473 F- R 278 -172 K- N 235 8 00#�Pj* G-R 247 -290 40 015A38 FF5B81.BUBBR4800992F85FS �sTxir��haa �I�cbkr�`a¢nadl x�af�drrp Martiso�xz° nFLM. azs3.fsanOecaftsmwaa6 s nga5i3 s. az-HIsero'C�a.9s"caaca�e. imdts�i+aaaJX1� dc<_irrr,: asa3xartuxaz9uii �,�.�aled. �E tP{�. asi.$�eni`u3=°+am�e nrre�t3se. xerdf3sdr�r szsfsctrafah• . . **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 gt Safety Information, by TPI anc7'SBCA) r sa ety practices prior to performing these functions. Installers shall provide temporary r BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a pro en ININceilingg. Locations shown for permanent lateral restraint of webs shall have bracingg insTalled per BCSI sections B3, B7 or 610, AooTv olales to each face of truss and position as shown above and on the Joinf"Details, unless noted otherwise. k2 fer to a division of ITW Buildln�L Components conformance with ANSI PI 1, or for h this drawing indicates acceptance ;e of this gnawing for any structure its drawing,any failure to build the on this drawing or cover pa e ie design shown. The suitability rrrrey< 1 c�hijrtsi¢�Ls:iaz M Job Number: 36CS00062 Ply: 1 SEQN: 668243 / T6 / HIPS 4EBB 1�28-Cali "C" /DR Horton 14EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss !:'Abel: A5 Wgt:12.8 Ibs .. / ... 06129/2018' I 9 13' 19'10° 26'8" 33'3'7 39'8" 6'4"9 6'7.7 6'10° 610" 67"7 64"9 05X8 =3X4 Z�a5X8 D E F 16X4 =3X4-3X6 MRS =3X6=3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1' 6'2"13 6'9"3 1' 5'10" 5'10" 1' 6'9"3 6'2"13 1' f' 6'2"13 13' 14 19'10" 25'8" 26' " 33'5"3 39'8" Loadi Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) ,ag TCLL: j 1 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw ! Rh / RL / W TCDL:I , 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.172 E 999 240 B 1561 1716 / 953 / - / 305 18.0 BCLL:I i 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.471 E 999 180 H 1561 / 716 / 953 ! - 1- 18.0 8CDL5' 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 J - - Wind reactions based on MWFRS Des Ld[ 37.00 EXP: C HORZ(TL): 0.128 J - - B Min Brg Width Req = 1.8 Code / Misc Criteria NCBCL : 10.00 Mean Height: 15.00 It CreepFactor: 2.0 H Min Brg Width Req = 1.8 Soffit: I' 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.446 Bearings B & H are a rigid surface. Load D�fration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Bearings B & H require a seat plate. Max BC CSI: 0.558 Spacin : 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.564 Loc. from endwall: not in 4.50 It FTIRT:20(0)/10(0) Maximum Top Chord Forces Per Ply (Ibs) Mfg Specified Camber: 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 1602 -2274 B - C 1623 -2836 F - G 1425 -2325 Lumbe Top ch if rd 2x4 SP #1 C - D 1425 -2325 G - H 1623 -2836 D - E 1502 -2274 H - 1 27 0 Bot chid 2x4 SP #1 Webs 2 4 SP #3 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp_ Chords Tens. Comp. B - P 2472 -1319 M - L 2006 -1008 P - O 2469 -1319 L - K 2006 -1008 O - N 2006 - 978 K - J 2469 -1348 N - M 2006 - 978 J - H 2472 -1348 * "* Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. No 047162 * to P - C 244 -4 M - F 370 -243 oft C-O 377 -513 K-G 377 -513 *� D - O 444 -170 F - K 444 -170 . D - M 370 - 243 G - J 244 -6 STATE E - M 300 -381 SON M. �t `J SERA 40 01 5A38 FF 5B 81 BO 813 7F 49 00 99 2E95 FB II9tilt Itatn3cxs iassn olsde�:$yttasuast2 salad 4y tAasws•3 tmartt�ccr PE (FL. tk."Tr' B21 on the data shmvm abaw among aS"I'l aa.-tltsntka'ttaea><Feds, Fr,ated cTksaaftfvs dxea-rsasrs not czrssic red sras: srad sealed I I aand tF��r aandhantka4saxe¢zrde mresttxa aax,it,wl esa am^yralscttotsk II I rmLlas: "'WARNING." READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses Compd bracing, require extreme care in fabricating, handlingA shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building ent Safety Information, by TPI anr7'SBCA) f-o� safety practices prior to performing these functions. Installers shall provide temporary rrtrcy er BCSI. Unless noted dtherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a pro attach&J nAid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, onr ranrrus ,tr as appljca drawings e. Apply Oates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise_ Refer to F 160A-Z for standard plate positions. Alpine; truss in division of ITW BuildinQQComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance ANSI PI 1, for handliA installation bracing trusses.A this drawing listingl„ with or shipping, and of seal on or cover page_ _ is drawingg indicates acceptance of pro essfona engineering responsibility solely for the design shown. The suitability and uE, of this drawing for any structure is the responsibility of the building Designer per ANSIRPI 1 Sec.2. ki Job Number: 36CS00062 Ply: 1 SEQN: 668240 / T5 / HIPS 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: A6 �Wgt:2128lbs ! ... 05/29/2018 6'4"9 11 16'11"4 21' 22'7" 28'8" 33'3"7 39'8" i i 6'4"9 4'7"7 5'11"4 4'0"12 + 1'7"1 6'1" F 47"7 6'4"9 -5X8 1112X4 m3X6m3X4 ZZ5X8 D E F G H 12 6 ro p3X4C I c3X4 0 rIn 4X6(A2) B J =4X 33 A K S R Q P O N M L 1112X4 m3X4 =3X6 =3X8 m3X4 =3X6 m3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" l 1' 6'2"13 4'9"3 3' 2'11"4 5'11"4 2'9"8 3' 4'9"3 62"13 1'LI 6'2'13 + 11' 14' } 16'11"4 } 22'108 25'8" + 26'8" + 33'S"3 + 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (P9,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL ! W TCDL: 7.00 Speed: 160 mph PF NA Ce: NA VERT(LL): 0.191 E 999 240 B 1561 1718 1940 1- / 264 18. 0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.526 E 999 180 J 1561 1718 / 940 /- /- 16.6 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.070 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.132 L - - B Min Big Width Req = 1.8 Mean Height: 15.00 ft J Min Br Width Re = 1.8 NCBCLL: 10.00 TCDL: 4.2 psf Code / Misc Criteria Creep Factor: 2.0 9 q Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.384 Bearings B & J are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0A87 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: OA87 Lac. from endwall: not in 4.50 It FT/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (1 s) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens; Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1684 -2611 Lumber B - C 1644 -2814 G - H 1676 -2599 Top chord 2x4 SP #1 C - D 1523 -2445 H - 1 1522 -2445 Bot chord 2x4 SP 91 D-E 16M -2611 I-J 1Ei43 -2814 Webs 2x4 SP 93 E - F 1684 -2611 J - K i7 0 Wind Maximum Bot Chord Forces Per Ply (I Is) Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Terlsl. Comp_ s ) B - S 2448 -1332 O - N 2134 -1115 S - R 2446 -1332 N - M 2134 -1115 <� R - Q 2134 -1085 M - L 2446 -1361 Q - P 2134 -1085 L - J 2448 -1361 P - O 2616 -1373 m Maximum Web Forces Per Ply (lbs) ,. Webs Tens.Comp, Webs Terts, Comp. S - C 198 - 8 G - O 274 - 327 � C - R 299 - 377 O - H 642 - 397 D - R 373 -177 H - M 369 -176 D - P 653 - 405 M -1 298 - 377 gay P - G 109 -106 I - L 199 -10 "�A E-P 270 -323 90 015A38 FF 5B 81 BO tag 7F48 00 99 2E95 FB 7tAt Alen.%=bem mkztx�ttfsaeSr,}a�xcad aid aeatad byV ar.,el hlart!?=, .E(FL.tYs.¢.SSESztanffic catexluswa atxi�usin�a5cid,-i .. ,aa"t4itritira3,�aaGeQitt weed cs�Lazd�ifsfa si�imaaxrtcs�sYiAeaad sc4na�a€�j �a�d ane [tc. .Aria. anCsa9tetta c�io rn-r bavarlfA drnaaydeam.'. cevbL "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricatin , handlin shi ping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Component Safety Information, bVV TPI an� SBCA) fo'r satPety practices prior to pertorming these functions. Installers shall provide temposrrYy frn� bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingq and bottom chord shall have a proppefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing lnsfalled per BCSI sections B3, B7 or 610, 'pm Tnnents au as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to t 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 ANSIPI 1, or for handling shippint, installation and bracing ofpvsses.A seal on this drawing or cover page_ . , listing this drawing indicates acceptance of pr 3 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 ANSIITPI 1 Sec.2. r ' Job N 4EBB Truss T 0 1 ali "C"/DR Horton /4EBB 1828-Cali "C" I Qty: 1 1.4 Ibs I FROM: AH 229 ! T4 /HIPS I DRW:/ 05/29l2016 A7 =4X6 f T8"12 +13"I 5'3"111 F 4'8"5 " 5645 + 5'3"11 �1'34 T8"82 =3X4 =3X61112X4 =3X4 =5X6 D=Fxa E F G H I �1112X441 _1 0— 'LL > VAA1 K6(A2) S R Q P O N M = X4 =3X6 =3X4 =3X8 =3X4 =3X6 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" 1 1' 7'10"8 4'111 2'0"3 5'9"13 5'9"13 2'0"3 4'1"8 7'10"8 1' 7'10"B 12' 14'0" 19'1D" 257"13 27'8" 31'9"8 39'8" Loadi' g 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 foe Udefl U# LOG 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 1720 / 921 / - 1223 18.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.667 G 999 180 K 1561 / 720 / 921 / - 1- / 8.0 BCDL: j 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 M - - Wind reactions based on MWFRS Des Ld� 37.00 EXP: C HORZ L 0.139 M - - (T )� B Min Br Width Re 1.8 9 q = NCBCL : 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 P K Min Brg Width Req = 1.8 Soffit: I 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.566 Bearings B & K are a rigid surface. 9 g i Load Duration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.560 Bearings B & K require a seat plate. Spaciri' : 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.510 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 It FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ve, 17.02.02.1208.15 A - B 27 0 G - H B - C 1644 -2767 H - 1 2O29 -3246 1873 -2960 Lumber yq C-D 1811 -2719 1-J 1810 -2719 Top chord Bot chp'rd 2x4 SP #1 2x4 SP #1 D - E 1873 -2960 J - K 1644 -2767 Webs 2x4 SP #3 E - F 2029 -3246 K - L 27 0 Ii F - G 2029 -3246 Wind l 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 v�w»px S - R 2260 -1186 O - N N M M60 -1216 2260 R - Q 2260 -1186 - Q - P 2993 -1614 M - K -1216 2395 -1340 No "2 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs C - S 405 - 328 P - H Tens. Comp. 329 -187 In STATE OF S - D 489 -426 H'- O D Q 944 0-1 378 -520 944 - -562 -662 a Q - E 378 - 520 I - M 489 -426 E - P 329 -187 M - J G - P 228 -303 404 - 328 40 01 5A,38 FF 55 8180 BB 7F 48 00 99 2E 95 FB Tbu ltarnkab� 0Icde 0Pdd am9�Idd 6y Masaal Martin", t+E €Tt.. tts.�sztlxl cm �� s&aaaat�wn aCmva ar�rg n sxx.i su�bsenr%�'3wn. €ad co,�a1'thas tic��asmat zra Hint cmasit�sd sib �j z�aled � �,d Si-c _x'tivenikaZ�scodem>�r fca vxrlfiei we aa�sleeirar� i sz�irx.. *'WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusse's require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compo en[ Safety Information, by TPI and'SBCA) for safety practices pnor to performing these functions. Installers shall provide temporary er»ey bracing,. er BCSI. Unless noted o-therwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly attacherippid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, 67 or 610, nm rontnts,iu as appljl:able. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (tefer to J drawing 160A-Z for standard plate positions. Alpine, la division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of t usses.A seal on this drawing or cover page listing] is drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and u4, of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. T Job Number: 36CS00062 Ply: 1 SEQN: 668238 / T12 / HIPS 4EBB 1828-Cali "C" /DR Horton AEBB 1828-Cali "C" Qty: 1 FROM: AH DRW. Truss Label: A8G Wgt 242.2 Ibs / ... 05/2912018 vglo- r7on T 11'6"4 1T 19' 10 22'8 28'1"12 32'8" 39'8" i 7' 4'64 Alt 22 f 2'10" + 5'5"112 + 4'6' 4 '1 7• 1 =6X8 I112X4 m5X6m4X6 1112X4 TC3 m6X6 12 C_ D TC2 E F G H _1 J ■- 90 0 lm4X12(M 3I Ai �oi F Arl \1w 1114X4 15X8(R) SEAT PLATE REQ. SEAT PLATE REQ. -11'4" Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 0.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Q P O N M =8X12 =SX12 =5X6 1114X4 28'4" i4 L12(B3) SEAT PLATE REQ. -1 !'I 6'4"4 4'4" 2 5' 5'8" 5' 2 4'4" 6'4"4 i6' 6'10"4 r 112"4 1 1T 22'8" �' 2T8" 8' "12 325"12 h 397 98� P' 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: NA GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 :TC2, TC3 2x6 SP #1: Bot chord 2x6 SP #1 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. li Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Pf: NA Ce: NA VERT(LL): 0.144 1 999 240 ♦ Maximum Reactions (Ibs) Loc R / U / Rw / Rh / RL B -116 1116 / 30 1- l - / WI 18.0 Lu: NA Cs: NA VERT(TL): 0.399 1 999 180 S 4524 12025 / - / - ! - / 8.0 Snow Duration: NA HORZ(LL): 0.022 M - - K 1872 / 860 / - 1- I - 18.0 HORZ(TL): 0.042 M - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor: 2.0 B Min Brg Width Req = 1.3 Bldg Code: FBC 2017 RES Max TC CSI: 0.728 S Min Brg Width Req = 5.3 TPI Sid: 2014 Max BC CSI: 0.525 K Min Brg Width Req = 1.9 Rep Factors Used: No Max Web CSI: 0.723 Bearings B, S, & K are a rigid surface. Bearings B, S, & K 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 Terjs. Comp. -3199 A-B 27 -20 G-H II 1427 B - C 1022 -493 H -1 142? -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 11 04 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tegsl, Comp. yea r B - T 396 -857 P -O 3717� -1705 rpa + T - S 403 -884 O - N 3773 -1705 may' S-R R 1031 -2342 1031 2342 N-M M K 31�12 3139 -1400 - Q - - -14W - Q - P 2229 -1022 a Maximum Web Forces Per Ply (Ibs) STATE Of Webs Tens.Comp. Webs Tens. Comp. T - C 636 -156 G - P 1513 - 630 4,. C - S 976 -2197 H - P 433 -539 S-D 1490-2832 P-1 326 -673 OR D - Q 3968 -1748 1- N 337 - 291 �y Q - G 878 -1853 N - J K2 - 356 E - Q 395 - 461 J - M 625 -145 40 015A38 FF 5581 BO BO 7F 48 00 99 2E 85 F8 'tt,'Ix leer,aisusra�ri sinraearry.#sa�ps�nnd.s� s�alndffiy F:aaa�9 �nrt�sua,: 's"£%El. LLu�3i353fcnrh�shaah a5avx eag a5ki$i audsent�cat>�axa n4'nd capksalddA dwLmmt we not min dwvd sfiptd=d scaiad =ct!sz:.;: aasf asCstSn r la rnv.t lnvadf9ed:zn ejdactia&_.. COO= —WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlingshipping, installing and bracing. ,Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anc7'SBCA) r safety practices prior to performing these functions. Installers shall provide temporarryy BCSI. Unless noted oo herwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly ,iid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, i e. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. j2efer to 60A-Z for standard plate positions. a division of for any Irawing,any failure to build the this drawing or cover page esign shown. The suitability 1 Sec.2. dfr� ©J711Vneilti& ur I see T � r Number:36CS00062 Ply: 1 SEQN: 668257 / T1 ! COMN B 11828-Cali "C" /DR Horton /4EB8 1828-Cali "C" Qty: 1 FROM: AH DRW: s Label: B1 Wgt 240.8 Ibs .. / ... m4X6i 33 6'4"8 T10"r9 129 18'0 21'7"15 27'3°7 31'9"7 13 3"S 39'8" r 64"8 +1W 4'6" + 5'7"8 r 37"14 r 57"8 r 4'6" r1'6"� 6'4"8 m6X6 r r_ It2X4 =3X4 =3X6 m3X8 m3X4 =3X6 =3X4 112X4 05/2912018 SEAT PLATE REQ. SEAT PLATE REQ. 11'' 62"12 + 5'10"5 6'2°12 12-1"1 39'8" +1'10"1; 41"13 36"2 410"1 11'10"1p5 14' 18'1°73 217"15 25'8" 27'6°1k� 5'10'5"4 "5 + 6'2"12 1� 3339'8° Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL / W TCDLi 7.00 Speed: 160 mph PY NA Ce: NA VERT(LL): 0.155 P 999 240 B 1561 1711 1965 / - / 408 / 8.0 BCLL:i 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.427 P 999 180 K 1561 1711 / 965 / - / - / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS Des Ld{{ 37.00 EXP: C HORZ L 0.125 M - - (T )= B Min B Width Re 1.8 � q = !1 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 P K Min Brg Width Req = 1.8 � Soffit: i' ' 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.401 Bearings B & K are a rigid surface. Load p ration: 1.25 BCDL: 5.0 sf P MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.490 Bearings B & K require a seat plate. Spacio : 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.565 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H B - C 1534 -2827 H - 1 1217 -1885 1383 -2340 Lumber "o Top cho rd 2x4 SP #1 C - D 1363 -2379 I - J 1364 -2379 Bot chord 2x4 SP #1 D - E 1382 -2340 J - K 1534 -2826 Webs x4SP#3 E-F 1212 K-L 27 0 gal 18 F-G 1159159 -1618 Bracing (a) Continuous lateral restraint equally spaced on Maximum Sot Chord Forces Per Ply (Ibs) member. member_ Or 1 x4 "T" reinforcement. 80% length of Same & SRB better, 1�1Y Chords Tens.Comp. Chords Tens. Comp. web species grade or B - T 2462 -1224 P - O 2051 -986 attached with 8d Box or Gun (0.113"x2.5",min.)nails "�g yl T - S 2459 -1224 O - N 2051 986 @ 6.# S - R 2050 -956 N - M 2459 -1245 Wind� R - Q 2050 -956 M - K 2462 -1245 Member design based on both MWFRS and C&C.+ '� No 047M Q - P 1615 - 685 n Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Camp_ * A T - C 222 - 6 G - P C S 316 P H 560 - 327 445 -644 - -453 - S-E 411 H-N 410 -156 �0 -155 eg e+ E - Q 445 -644 N - J F - Q 558 -357 J - M 315 -452 223 -8 a W *wi &A & Q - G 250 - 243 40 015A 38 FF 58 81.80 BS 7F48-00 99 2E 85 FB Thu Itumhasb"rowd^salad by rll"almartinex, 'Pk(R3 Ltw931'112t on the daseOW9Mabaft 11*8 a WWI x'�aaurdcra¢��sofrhts e(ocrv�rLnrm not cros"t>�m+d �nosi ana±f sealed ar+E tisc_�xe^.as�untiiastmszefla rsc^st�,rauif2ad sae aaq�ductrer:#s ctxtl as. *"WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS of see this incgLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the 31 PI 1, or for handling shipping, installation and bracing of frusses.A seal on this drawing or cover page �s acceptance of professrona7 engineering responsibility solely for the design shown. The suitability tr any structure is the responsibility of the Building Designer per ANSIITPI I Sec.2. neral notes oaae and these web sites: ALPINE: www.aiDine4tw.com* TPI: www.minst.om: SBCA' www.sbdndustrv.com: [CC, www.iocsafe erN�1. nmjrnnPnr;i tic 0 Job Number. 4EBB 1828-CaliCC oIDR Horton /4EBB 1828-Cali "C" I Qty: 14.8 Ibs FROM: AH 259 / T15 / COMN DRW / 05/2912018 Truss Label: B2 64"9 f T T' + 7"15 387 I' '9"7 {3337 398" 4 1.6,21 36T 416'4.9 '1 83X4 =6X6 1112X4 - X4 ®3X6 ®3X4 H3X8 a3X4 t33X6 ®3X4 1630 SEAT PLATE REQ. SEAT PLATE REQ. J 39'8" 1 1' 6'2"13 5'10"4 1'11" 3'9°i5 319"15 2'0"1 5'10"4 6'2"13 1' 6'2"13 201 19'10° 23'7"15 25'8° 1101 33'5"3 39'8° 1' 6'0°} 2 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / WI TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.154 G 999 240 B 1561 1713 / 964 I - / 367 16.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.424 G 999 180 L 1561 / 713 1964 / - /- 16.6 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.066 N - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.125 N - - B Min Brg Width Req = 1.8 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 L Min Brg Width Req = 1.8 Noffit: 1 . 00 TCDL: 4.2 psf Bearings B & L are a rigid surface. Soffit: 2.00 BCDL; 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.383 9 g P TPI Std: 2014 Max BC CSI: 0A54 Bearings B & L require a seat plate. Load Duration: 1.25 MWFRS Parallel Dist: D to h!2 Spacing: 24.0 " C&C Dist a: 3.97 it Rep Factors Used: Yes Max Web CSI: 0.566 Loc, from endwall: not in 4.50 ft FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (I s) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords TeTjComp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02,02,1208.15 A - B 27 D G - H 1264 -1627 Lumber B - C 1561 -2830 H -1 1326 -2020 To chord 2C - D 1395 -2372 1- J 1413 -2333 p corx4 SP #1 D - E 1413 - 2333 J - K 1395 - 2372 Bat chord 2x4 SP #1 E - F 1326 -2020 K - L 156 -2830 Webs 2x4 SP #3 F - G 1264 -1827 L - M 2 0 Wind Member design based on both MWFRS and C&C. Maximum Bat Chord Forces Per Ply {Ibs) Chords Tens.Comp. Chords Teiis� Comp. MAP ` B - V 2466 -1255 R - Q 1755 - W4 V-U 2464-1255 Q-P 2D141 -1013 U - T 2041 -984 P - O 2041 -1013 xit T - S 2041 -984 O - N 24 -1284 4ft e S- R 1755 - 776 N- L 2 -1284 �� 047182 a x Maximum Web Forces Per Ply (ibs) . Webs Tens.Comp. Webs Tens, Comp. Waft, V - C 232 - 6 R - H 258 -183 'C - U 325 -469 H - Q 546 - 351 U - E 373 -161 Q - 1 409 - 55B ' E - S 409 - 558 i - O 373 -161 + ���* < F - S 546 - 351 O - K 326 -469 ie, G - R 257 -182 K - N 232 -8 40 015A38 FF 5581 BOBO 7`48 00 992E &5 FB ThUitem aiiusiveaarw.lwaled byMarmza9Mmiinex P£(TL. LLa.9471821 an the d2W Oling a SMA-1 samt'sca1es >a. �3atad t�miehis tlaa�artaama�at c�ds$sad �a ed � �aimd grad tine �'a%2 assli�enCcaTFcwa uv]a m�ct Sa arxifcd en as7s4ectrarac a=los. **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 Componen[ Safety Information, by TPI anil SBCA) toy safety practices pr!or to performing these functions. Installers shall provide temporary PL-�r� bracing er BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y attacheTrigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, one rarlt rr{S uz as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to I drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinccL�Components Group Inc. shall not be responsible 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 trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this gnawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. T V Job Nut, ber: 36CS00062 Ply: 1 SEQN: 668262 / T25 / COMN 4EBB �1iI8��28-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: B3 Wgt 218.4 Ibs / ... 05/2912018 li i 6'4"7 7'10 �9 14'0"1 19'10" 25'7"15 31'9"7 33'3 39'8" i 6'47 +1'6" 6'1"8 + 5'9"15 + 5'9"15 6'1"8 1'6" 6'4"7 BCLL: BCDL Des L NCB Soffit: Load g55X8 1112X4 =5X8 E F G r 6(A2) 192X4 =3X6 ==3X4 =-3X8 =3X4 =3X6 111:5(4 SEAT PLATE REQ. - SEAT PLATE REQ. 39W 1' fi'2"11 5'9"5 2'0"1 5'9"15 5'9"15 2'0"1 5'9"5 6'2"11 1' 6'2"11 12 14'0 19'10" 25'7"15 27'8" 33'5"5 39'8" rig Criteria (psf) CL Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CS1 Criteria ♦ Maximum Reactions (Ibs) 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh / RL / W B 1561 / 715 / 958 (- / 326 / 8.0 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.164 F 999 240 0_00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.451 F 999 180 J 1561 / 715 / 958 / - /- 18.0 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.069 L - - Wind reactions based on MWFRS d� 37.00 EXP: C HORZ(TL): 0.130 L - - 6 Min Brg Width Req = 1.8 Code / Misc Criteria : 10.00 Mean Height: 15.00 it Creep Factor. 2.0 P J Min Brg Width Req = 1.8 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.592 Bearings B & J are a rigid surface. ration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.603 Bearings B & J require a seat plate. i' : 24.0 " C&C Dist a: 3.97 itRep Factors Used: Yes Max Web CSI: 0.354 Loc. from endwall: not in 4.50 it FT/RT:20(0)/1 0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1404 -2093 Wind Duration: 1.60 WAVE Top chord 2x4 SP #1 Bot chb d 2x4 SP #1 Webs 2 4 SP #3 (a) Continuous lateral restraint equally spaced on member' . Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, aftachi;d with 8d Box or Gun (0.113"x2.5",min.)nails Wind B - C 1617 - 2856 G - H 1376 - 2223 C - D 1350 -2262 H - I 1350 -2262 D - E 1376 - 2223 I - J 1616 - 2856 E- F 1404 -2093 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B - R 2494 -1317 O - N 1937 - 952 R-Q 2491 -1317 N-M 2491 -1346 Q - P 2491 -1317 M - L 2491 -1346 P - O 1937 - 922 L - J 2494 -1346 2t design based on both MWFRS and C&C. _' 0 Maximum Web Forces Per Ply (Ibs) 4 i8 ,AA Webs Tens.Comp. Webs Tens. Comp. ft R- C 273 - 5 O- G 286 -177 & aM&C - P 427 - 600 G - N 464 -172 '� � E-P 464 -172 N-I 427 -600 S E- O 286 -177 I- L 273 -4 F - O 221 - 283 SEA 4001 9FF5881(80BB7F4800992E85FB ilwh ltem 9ras Sxt�.vs a�dxfx§yntd staaltd fty k7araid Martfriex, r''s jn.. Lit.CiTFH21 cn 4',¢ da�asfir;w:a � sa".�ng a 53rA-1 i a�itr�C,tasrmda. nbtadt aasalrfds dmeatsai scat crrA&red skud2rA=b,! min the SF':A:3 r_1ffiant1=fi vstada m=k tawAficd cn wq dcttm&_ terms. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *"IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS wire extreme care in fabricating handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anr7'SBCA) safety practices prior to performing these functions. Installers shall provide temporary nrrey BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly Bid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 83, B7 or 1310, nm mrrentx ttz e. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise, (2efer to I BOA -Z for standard plate positions_ vision of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the iformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page, _ drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability �f this 9�'"' for any structure is p e responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number. 36CS00062 Ply: 1 SEQN: 668264 / T23 / COMN 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: B4 Wgt 207.2 Ibs / ... 05/29/2018 6'4"9 12'0"1 19'10" 27'7"15 33'3"7 39'8" 6'4"9 5'7"8 7'9"15 + 7'9"15 5'7"8 + 6'4"9 SEAT PLATE REQ. -_5X8 1112X4 --5X8 D E F IIIGA4 =JA4 =JAU =JAU =JAU =JA4 11ILA4 SEAT PLA 39W 1' 6'2"13 5'9"4 1'11"1 510" 5'10" 1'11"1 5'9"4 6'2°13 6'2"13 h 12'0"1 f 14' 19'10" 25'8" +27'7"1 33'S"3 + 39'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# LOG R / U / Rw / Rh / RL / TCDL: 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.183 E 999 240 B 1561 / 717 1947 / - ! 285 / BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.502 E 999 180 H 1561 / 717 / 947 / - /- .0 18.6 BCDL: 10.00 Risk Category: It 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 Brg Width Req = 1.8 NCBCLL: 10.00 Mean Height: 15.00 It TCDL: 4.2 psi Code / Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = 1.8 Soffit: 2.00 BCDL: 5.0 f Bldg Code: FBC 2017 RES Max TC CSI: 0.618 Bearings B & H are a rigid surface. 9 Load Duration: 1.25 MWFRS Parallel Dist: h12 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)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply Slps) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tegs,I Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 E - F 16�f -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 20801 -1066 P - O 2452 -1323 L - K 2080 -1066 f� O - N 2080 -1036 K - J 2452 -1352 � ewe N - M 2080 -1036 J - H 2454 -1352 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens, Comp. P-C 210 -6 M-F 508 -321 e C- O 328 -426 F- K 433 -168 D - O 433 -168 K - G 326 -426 D-M 508 -321 G-J 210 -8 E - M 364 -462 40 01 SASE TF 58 8100 BB 7F 4900 982E 85 FB SfAa45a��u:als "':3�na�as�al�dby ibr�7 ktartfnaa; :�.€�f.. l�..ad2SflX}� P2ise z5nawcrat:s ae�ig,a L ' aaetefcaxsnnyz. spate&xd,w a"xi =..t_simd 3Pwiond*.salad ame ti�:S�.a;.x auYA�ent�ia4Enacezxla tour bx vselfrcdeec amTa$cctror• sxa,�lnS.. `"WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses reqquire extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componan[ Safety Information, byy TPI anc�'SBCA) toi safety practices prior to performing these functions. Installers shall provide temporary tYTXe bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a prope-Ir g attach etl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, pkr n r7eiYtsa;rr as applicable. Apply pales to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to t drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSIIq(PI 1, or for handling shipping, installation and bracing of trusses.A seal on this d9awmg or cover pa e _ . listing this drawing, indicates acceptance of professional engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is fife responsib!1!ty i. the Building Designer per ANSIITPI 1 Sec.2. 1 Job Na[118bel: ber. 36CS00062 Ply: 1 SEQN: 668296 I T24 I HIPS 4EBBj28-Cali "C" /DR Horton /4EB8 1828-Cali "C" City: 1 FROM: AH DRW: Truss B5 Wgt:203.0 Ibs .. / ... 05/2912018 5'3"4 + 10'0"1 + 16'9" + 23'0"12 297"15 T 34'4°12 + 39'8" 5'3"4 4'8"12 6'8"15 6'3"11 6'7"3 4'8"12 5'3"4 :5X8 =3X4 =5X6 ZE5X8 D E F G II =3X4 =3X6 =3X4 win =3X6 =3X4 SEAT PLATE REQ. SEAT PLATE REQ. 39'8" h1'+ 10'0"1 +1'11"16 4'5"8 1 6'7"3 i_ 47"4 1'1i"iL5 190"1 i 1' 10'0"1 12' 1~ 16'5"8 23'0"12 T 27'8" Fl 39,81, - Load' .1 g Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL; i 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W TCDLr I 7.00 Speed: 160 mph Pt NA Ce: NA VERT(LL): 0.211 F 999 240 B 1561 / 719 / 931 / - / 244 18.0 BCLL; 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.579 F 999 180 I 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 L' 37.00 EXP: C HORZ L 0.135 K - - (T )= B Min B Width Re 1.8 q NCBC L: 10.D0 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 P 1 Min Brg Width Req = 1.8 Soffit: 1 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.460 Bearings B & I are a rigid surface. Load uration: 1.25 BCDL: 5.0 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.736 Bearings & I require a seat plate. Spaci II : 24.0 " C&C Dist a: 3.97 ft Rep Factors Used: Yes Max Web CSI: 0.626 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. .I GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver:, 17.02.02.1208.15 A - B 27 D F - G 1821 -2860 Lumti r B - C 1692 -2808 G - H 1555 -2540 1 � C - D 1556 - 2540 H - I 1692 - 2809 Top ctord Bot cli 2x4 SP #1 rd 2x4 SP #1 D - E 1812 -2845 1- J 27 0 Webs! x4 SP #3 E - F 1820 -2860 Wind' Maximum Bot Chord Forces Per Ply (lbs) Memd'r design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Comp. B - P 2456 -1386 M - L 2223 -1174 MAP P - O 2224 -1145 L - K 2223 -1174 k O - N 2224 -1145 K - 1 2457 -1416 eer N - M 2866 -1530 4� Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. • C - P 276 -266 M - G 801 -498 D - P 399 -129 F - M 293 -358 - - D - N 789 - 490 G - K 402 -129 S' % iL. r N - E 300 - 365 K - H E - M 100 -96 276 - 266 105 5AS8 fF 513$I B0 BB 7F GO 99 2E85 FB SErh tamhaabaestieierA :7rara '. =io,, by Vam.1 Htart{ttss .(11. Lk.04SYVIon the dzW&tit-wa ab taiai;aStMI acthxntira�ssx eaxfie. .atiatcdcrr tuasat dsaz ,i sz 00t axn =.a dae1wai.xt ai.0 ti*,GV4Aa Sveritg9fecae er.3f C:b� aWgbd M Wfd"tmrk CMI. _ **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT*` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS luire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building F Safety Information, byy TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly ifid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. Apply plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. (tefer to 60A-Z for standard plate positions. vision of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the ifonnance with ANSIrfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ drawing indicates acceptance of pi-wessional engineering responsibility solely for the design shown. The suitability A this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. ctrrey omjT�rrerfts izz Job Number: 36CS00062 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Truss Label: B6 T �C 12 C T 6 p m co m rn ;;r v =3X6(A1)B oP 112X4 Ply: 1 SEQN: 6683011 T14 / SPEC ' Qty: 1 FROM: RS [DRW- Wgt:212.8lbs / ... 05/2912018 13-5.12 19' 28'4"1 29' 33'3"8 39'8" 515"11 } 5'6"4 } 7'4"1 2'7"15I 4'3"8 + 6'4"8 M3X4 D E G H "Z3X4 M L K =3X8 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLAI 13'4" 5'8" 20'8" �1+ 11""113 I 5'0"7 I 12"911h 45"4 3 35 } 2"12 '2"4 9' 65 398"22 S Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U 1 Rw / Rh / RL / TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.032 L 999 240 B 559 1260 / 385 1- / 257 / 8 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.095 L 999 180 O* 325 / 147 1161 / 0 ! - 16, BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.014 K - - 1 752 / 342 / 531 /- / - / 8 Des Ld:EXP: C HORZ L 0.026 K �) Wind reactions based on MWFRS CL 10.00 NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 B Min Br Width Re 1.5 9 q Soffit: 2.00 TCDL: 4.2 psf BCDL:5.0 psf P BldgCode: FBC 2017 RES Max TC CSI: 0.501 O Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.424 I Min Brg Width Req = 1.5 Bearings B, O, & I are. rigid sat Spacing: 24.0 " C&C Dist a: 3.97 ft Re Factors Used: Yes p Max Web CSI: 0.663 Bearings B, O, & I require a seat plate. i plat Loc. from endwall: not in 4.50 ft FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply S Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Ten; Lumber A- B 27 0 F- G 51 Top chord 2x4 SP #1 B - C 356 -588 G - H 5: Bot chord 2x4 SP #1 C - D 163 -14 H - 1 6: Webs 2x4 SP #3 11 D-E 435 -187 1-1 B E - F 435 -187 -672 -686 -1095 0 racing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of Maximum Bot Chord Forces Per Ply (Ibs) web member_ Same species & SRB grade or better, Chords Tens.Comp. Chords Tens.; Comp. attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. ewr4 B - P 449 -232 M - L 631 -280 - v P - O 456 -232 L - K 916 -485 Plating Notes "s O - N 298 -359 K -1 919 -485 All plates are 5X6 except as noted. N - M 635 -280 P' e Wind Maximum Web Forces Per Ply (Ibs) Member design based on both MWFRS and C&C. Webs Tens.Comp. Webs Tens: Camp. ' C-P 312 -44 M-F 225 -2 STATE C-O 418 -646 F-L 191 -141 O - D 178 -97 G - L 432 -339 r D - N 319 -410 L - H 336 -449 E - N 321 -398 H - K 235 -15 V. +" °: N - F 783 -1202 40 01 SA38 FF 55 EM 80130 7f 49 00 992E 95 FB S�dr 39sr�rh�a�zsssck raeian�:�ealestby�Aarttn�s: Wit. t2s.�ia'•t92f ass-t:Puswzs:a�*aa�a�^,3©ga53t3e+� sa�t�a.saeSr ;rti:csd cc��tf�iisxssrae�r�4. '- ad vgasmasi s�ai�d grab#i��:.�4hsnt3csSica�cett�c n+sstimn�Vf"edcaaae'y �isttmn& - , ra�ics_. **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses req-ire extreme care in fabricating, handlingq shipping, installing and bracing. _Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI pinc7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary crfre bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insia!led per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to 'rtrr7trertt is drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ , listing this drawing, indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. =or more information see this lob's general notes pane and these web sites: ALPINE: www.alpinei(w.cotn; TPI: www.tpirist.org; SBCA: www.sbcindusky.com; ICC: www.iccsafe.org Job NuM" ber: 36CS00062 Ply: 1 SEQN: 668303 ! T11 / SPEC 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: AH DRW: Truss Label: B7 Wgt: 208.6 Ibs... / ... 05/2912018 T T '1115 2 1"15 4'"15 '3"9 7 43 S 3"9 639'459"13 213 T12 ,T 6� ,� m3X6(A1) B 32 =3X4 m3X6 E FG "a3X4 U T S 1-1 R=OAO I IQ P O N M 2=-3X4 012X4 =3X4 m4X,0 012X4m3X6 m3X8 012X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 13'8" 21' 5' 7't"12 _�11"�5 9 " 2 4'6" 5'6"5 } i 1'S"1i1 4'5"5 + 6'2"11 7'1"12 ,�I1 13'64 18'8" 24'2"5 25'8 r 33'5"5 39'8" 34 Loadi ,'g Criteria (pso Wind Criteria TIC 20.00 Wind Std: ASCE 7-10 TCDLv 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: NCBC 11 37.00 : 10.00 Mean Height: 15.00 It TCDL: 4.2 fist Soffit: 2.00 BCDL: 5.0 psf Load DI iration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacin : 24.0 " C&C Dist a: 3.97 It Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2X4 SP #3 (a) Continuous lateral restraint equally spaced on membe . Or 1x4 "T" reinforcement. 80% length of web m mber. Same species & SRB grade or better, attache J with 8d Box or Gun (0.113"x2.5",min.)nails @6"o,. Wind, Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W PF NA Ce: NA VERT(LL): -0.039 N 999 240 B 529 / 241 / 354 / - / 277 / 8.0 Lu: NA Cs: NA VERT(TL): 0.101 N 999 180 S 687 / 237 / 346 / - / - 18.0 Snow Duration: NA HORZ(LL): 0.014 M - - Q 1302 1601 / 633 ! - / - 18.0 HORZ(TL): 0.027 M - - K 770 1350 1528 / - /- / 8.0 Code! Misc Criteria Creep Factor. 2.0 Wind reactions based on MWFRS Bldg Code: FBC 2017 RES Max TC CSI: 0.569 B Min Brg Width Req = 1.5 TPI Std: 2014 Max BC CSI: 0.357 S Min Brg Width Req = 1.5 Q Min Brg Width Req = 1.5 Rep Factors Used: Yes Max Web CSI: 0.564 K Min B Width Req = 1.5 FT/RT:20(0)/l0(0) Mfg Specified Camber: Bearings B, S, Q, & K are a rigid surface. , Plate Type(s): Bearings B, S, Q, & K require a seat plate. WAVE I VIEW Ver: 17.02.02.1208.15 Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 G- H 594 - 525 B - C 588 -579 H -1 934 -734 C - D 626 -488 I - J 9W -734 D-E 272 -106 J-K 1161 -1131 E- F 584 - 525 K- L 27 0 F-G 584 -525 s Maximum Bot Chord Forces Per Ply (Ibs) n Chords Tens.Comp. Chords Tens. Comp_ r B - U 451 - 388 Q - P 657 - 571 40. U-T 445 -329 P-O 652 -571 T - S 444 - 325 O - N 652 - 571 S - R 340 -262 N - M 947 -W6 R - Q 340 -262 M - K 950 -887 STATE OF Maximum Web Forces Per Ply (Ibs) £ e Webs Tens.Comp. Webs Tens. Comp. C-U 216 -128 Q-H 1513 -1385 " U - D 209 - 208 P - H 21)6 - 2 D-T 109 -31 H-N 171 -61 r D- S 751 -751 N- J 523 -429 383 01SA38FF55818OBB7F4&00992E85FB S-E 500 -241 1-N 223 -31 E - Q 500 - 398 J - M 223 - 31 rhta item ha bccar=Modby mural MA rttnez G-Q 276 -324 �E:t�L. Ltc.�t7iH2{ en the d�:au shcane �Exisn u�r,g a 5NJ41 ftb a�E;axi�ssati�au*9r.. tad copms01 to tfwtumcntm not cwWimtd*=Afand s Idd I ' anc aiaa=:i5a•i a slven�taa� code¢ws:st ba �rHk� ecr acwtr�ectra>tM �Ias_ "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! I! "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 Compoiillent Safety Information, by TPI and'SBCA) r safety practices pnor to performing these functions. Installers shall provide temporary rr/reg bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progeny attachRA riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingQ installed per BCSI sections B3, B7 or B10, � neiits to as appljcable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. (2efer to t drawing 160A-Z for standard plate positions. Alpine, division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss idonformance with ANSIrI P1 1, or for handling shipping, installation and bracing oftrusses.A seal on this drawing or cover page_ listing is drawingg indicates acceptance of professiona engineering responsibility solely for the design shown. The su!tability, and us of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. design based on both MWFRS and C&C. W Job Number: 36CS00062 Ply: 1 SEQN: 668310 / T20 / SPEC 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" Qty: 1 FROM: RS DRW: Truss Label: BB Wgt: 203.0 Ibs / ... 05/29/2018 2 "1 F 23388 398" 83F 915} '9'1'82'111513"13 410"4 2381 7"4'4"8 Ho5X6 -3X4 1112X4 =bylb m4Aiu 012X4 es5X8 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 13'8" 6 21' 1 1 At A T1"12 r 2'11"15� 34°9 r 5'1"12 } 36"5 + 6'9"11 i 4S"4 r 62"12 i 1� T1"12 10'1"11 13'6"4 18'8" 22'2"5 29' 33'5"4 39'8" 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: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in lcc Udefl U# Loc R / U / Rw / Rh / RL J Pf. NA Ce: NA VERT(LL): -0.037 M 999 240 B 527 / 239 / 338 1- / 317 / Lu: NA Cs: NA VERT(TL): 0.097 M 999 180 P 730 1273 / 339 / - /- / Snow Duration: NA HORZ(LL): 0.013 L - - O 1229 1557 / 597 / - / - / HORZ(TL): 0.025 L - J 787 / 358 / 529 J - /- / Code / Misc Criteria Creep Factor: 2.0 Wind reactions based on MWFRS Bldg Code: FBC 2017 RES Max TC CSI: 0.591 B Min Brg Width Req = 1.5 TPI Std: 2014 Max BC CSI: 0.329 P Min Brg Width Req = 1.5 Rep Factors Used: Yes Max Web CSI: 0.513 O Min Brg Width Req = 1.5 FT/RT:20(0)/10(0) Mfg Specified Camber: J Min Brg Width Req 1 Bearings B, P, O, & J are a rigid surfao Plate Type(s): Bearings B, P, O, & J require a seat pie WAVE VIEW Ver: 17.02.02.1208.15 Maximum Top Chord Forces Per Ply Chords Tens.Comp. Chords Te, A-B 27 0 F-G B- C 644 - 570 G- H t C-D 696 -515 H-I i D-E 405 -316 I-J 1' E-F 724 -746 J-K Maximum Bot Chord Forces Per Ply y �e b a Chords Tens.Comp, Chords Teo r e B- R 442 - 392 O- N f R-Q 382 -307 N-M E Q-P 382 -304 M-L I IV •. P - O 473 - 386 L - J . Maximum Web Forces Per Ply (Ibs) s Webs Tens.Comp. Webs Te STATE QF .+�:.. T to -746 -813 -783 -1160 0 - 570 -571 - 870 - 971 "ram 4' ,' C-R R-D D-Q D-P 192 -74 236 -105 79 -7 916 -804 O-G N-G G-M H-M 1701 -1524 216 -4 137 -36 388 -321 NAt.; y SIAL P-E E- O P - n 170 -241 480 -437 9a7 -917 M-1 I-L 467 204 -394 -33 40 015A SS FF 5581 B0 88 7F 48 00 99 2 E85 fB %kitem wd=fmdby6AszolMartia ,. Fff. (FL. t�.�rfS;a{ cn42r�dsac �Tww�e atvsrm u�ng a SH�i ��lkentic.�aien¢xsds, :Triaecri c�rtlrtds dacer+er�aremat cxsmidcr�d s$,fatad�d sealed and khe ".. aa:. ent;n�tsssardc m�.t Dnwsdtsd ac uag�ectrarz files **WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Componen? Safety Information, by TPI an SBCA) r set E ly practices prior to performing these functions. installers shall provide temporary ciney bracing per BCSI. Unless noted o1herwise,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 bracingg installed per BCSI sections B3, B7 or 610, o any is ur as applicable. Apply plates to each face. of truss and position as shown above and on the Join Details, unless noted otherwise. (tefer to / # . drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildi hc�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSIrfPI 1, or for handlim shipping, installation and bracing of trusses.A seal on this dfawing or cover page, _ listing this drawing, indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more intonnat see this'ob's eneral notes a e and these web sties: ALPINE: www.al ineAw.mm; TPI: www, inst.o ; SBCA: www.sbcindu .com: ICC: www.iocsafe.or II Job Number: 36CS00062 Ply: 1 SEQN: 6682311 T2 / GABL 4EBB;ri828-Cali "C" /DR Horton MEBB 1828-Cali "C" Qty: 1 FROM: AH DRW. TrussiLabel: D1GE Wg:t 134.4 lbs 1 ... 05/2912018 ill Des Soffit: Load 10'8" 10'8" f� 2'8" --+ 1'4-- i (TYP) i . 21'4" 10'8" i 1 21'4" Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) DefilCSl Criteria ♦ Maximum Reactions (Ibs), or `=PLF 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA GAT: NA PP Deflection in loc L/deft L/# Loc R / U / Rw / Rh / RL / W p. 81 137 / 39 /- / 11 / 255 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.001 H 999 240 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.002 AE 999 180 Wind reactions based on MWFRS 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.002 J - - P Min Brg Width Req = - 37.00 XP: C E HORZ("fL): 0.003 J - - Bearing B is a rigid surface. Code ! Misc Criteria : 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.108 Maximum Top Chord Forces Per Ply (Ibs) ation: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.033 Chords Tens.Comp. Chords Tens. Coll A - B 27 0 1-1 304 -24 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.088 Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: B - C 87 -120 J - K 253 -21 GCpi: 0.18 Plate Type(s): C - D 80 -90 K - L 202 -23 VIEW Ver: 17.02.02.1208.15 Wind Duration: 1.60 WAVE D - E 105 -71 L- M 154 -43 Top cfrd 2x4 SP #1 Bot ch rd 2x4 SP 91 Webs x4 SP #3 Platiri II Notes All plal s are 2X4 except as noted. Wind Membpk design based on both MWFRS and C&C. AdditiBl net Notes See DNGS A16015ENC101014 & GBLLETIN1014 for gable nd bracing and other requirements. 40 015A38 FF 5B 8180 813 7F48 00 99 2ESS FB Mix ltemt=btmeslert rzri'mWicobar$tagVw4-1mrtintr, PEOL, tis.a7Z82t an lt,6ahriean azro-a w^ a 5Hl�i �t#enticateazzs,ia. �raat�d cr�'x1;� tiatuc �roter,.af%sed :tm and saaied ;mod%t�3lsent3ia5E�a�a29e cnce¢a�r§F��e�ra�atrars� . ciez3. E-F 153 -50 M-N 105 -64 F - G 202 -29 N - O 74 - 84 G-H 253 -21 O-P 81 -113 H-1 3W -24 P-Q 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B -AE 175 -108 X - W 192 -107 AE-AD 183 -110 W-V 191 -107 AD -AC 185 -110 V - U 189 -106 AC -AB 188 -111 U - T 187 -106 AB -AA 190 -112 T - S 185 -105 AA-Z 191 -112 S-R 183 -104 Z-Y 192 -113 R-P 175 -103 Y-X 192 -107 Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C -AE 174 -103 W - J 187 - 83 D -AD B8 -65 V - K 153 -73 E -AC 101 -74 U - L 100 -73 F-AB 100 -73 T-M 101 -74 G -AA 153 -73 S - N 8B -65 H - Z 187 - 83 R - O 174 -103 X-1 0 -162 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT*` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS lTrusses require extreme care in fabricating, handlingp shippping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compo enf Safety Information, bV TPlan c7'SBCA) foot safety practices prior to performing these functions. Installers shall provide temporarryy rrrri bracing,] er BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attach npp!d ceiling Locations shown for permanent lateral restraint of webs shall have bracingg ins[alled per BCSI sections B3, B7 or 610, otir xrtrtrtts tar as appll ble. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (tefer to t. drawn '160A-Z for standard plate positions. Alpine division of ITW Buildin Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in nformance with ANSI�I PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page is drawing indicates acceptance of professions engineering responsibility solely for the design shown. The suitability and u5� of this gnawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. For more I; of see this lob's aeneral notes oaae and these web sites: Al w aloineitw_com- TPI- wwv.ininst om- Sl www shcind—t--- ICC —i—f rim Job Number: 36CS00062 Ply: 1 1 SEQN: 668232 / T3 / GABL 4EBB 1828-Cali "C" /DR Horton /4EBB 1828-Cali "C" City: 1 FROM: AH DRW: Truss Label: C1GE I Wat: 78.4 Ibs I I ... / ... 05/2912018 7' 14' 7' 7' 1'8" + 1'4" -� (TYPI G=4X4 M 0 co y'3 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: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 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_ 14' 1 14' 14' Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or `=PLI Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL /' L• 84 139 140 /- / 12 Pt NA Ce: NA VERT(LL): -0.001 F 999 240 Lu: NA Cs: NA VERT(TL): -0.001 F 999 180 Wind reactions based on MWFRS Snow Duration: NA HORZ(LL): -0.002 E - - L Min Brg Width Req = - HORZ(TL): 0.002. E Bearing B is a rigid surface. ' Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.118 Maximum Top Chord Forces Per Ply TPI Std: 2014 Max BC CSI: 0.026 Chords Tens.Comp. Chords Tel A - B 27 0 G - H Rep Factors Used: Yes Max Web CSI: 0.061 FT/RT:20(0)/10(0) Mfg Specified Camber: B - C 14 - 66 H -1 Plate Type(s): C - D 61 -28 I - J VIEW Ver: 17.02.02.12D8.15 WAVE D - E 113 -17 J - K E-F 165 -14 K-L F-G 221 -17 L-M OEM 4001SA38 FF 55 818!3 BB 7F4900 992E 95 Ft3 itemlmhWRclecixaatsa y rad =aged by MMAM marttraev, .. tte.aurtrt�6m+iaerse�x;wa stscva a�ogn 53iA.3 .. s�za�rua�axfa. tedcoplaafefacsfce rt nixtcxaas9t sada*wzlwalcaalad ard-::AAavafta cade 1113u1tm.w8fW naswrdectra'd-, calm .. -26 -48 -69 -89 -106 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 15C1 -53 S-R 164 -49 N-L 144 -55 i Maximum Gable Forces Per Ply (Ibs) j Gables Tens.Comp. Gables Tens! Comp. C - V 122 -56 Q - H I 205 -83 D-U 115 -75 P-1 159 -72 E-T 159 -72 O-J 115 -75 F - S 205 - 83 N - K 122 - 56 G-R 13 -89 1 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 Componenf Safety Information, by TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary drreb, bracing per BCSL Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attaches rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, orr x i ftfatc as applicable. Apply plates to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to t drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this dgrawing or cover page_ _ listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. Job 86C233 / T19 ! EJAC 4EBB 128-Cali Horton 4EBB 1828-Cali"C" 14 FROM. DRW: Truss J'Nbel: EJ7 IWgt Ibs I I / ... 05/2912018 TCLL: i TCDL:, BCLL:I BCDL: Des Lc Soffit: Load Top c Bot cl Wind T/ SEAT PLATE REQ. C 1' 7' J 7' Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udell U# LOG R / U / Rw / Rh / RL / W B 336 / 117 / 259 ! - / 173 / 8.0 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 / 20 1101 /- / - / 1.5 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.014 D - C 171 1133 / 91 1- 1- 1 1.5 37.00 EXP: C HORZ(fL): 0.025 D - Wind reactions based on MWFRS Code / Misc Criteria 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 B Min Brg Width Req = 1.5 2.00 BCDL: 4.psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.496 D Min Brg Width Req = - ation: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.368 C Min Brg Width Req = - Bearing B is a rigid surface. 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (lbs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp_ A-B 27 0 B-C 77 -151 2x4 SP #1 2x4 SP #1 design based on both MWFRS and C&C. 0 40 015A3E FF 5B 8180 88 7F48 00 99 2E 85 FB ThUItwl'h= 1�etxomkzvsr rtf ;y rm@; 1¢alsHby rAai lwart�ms, rte.�iT.tr2lan tL�cda3etihawraa6es^a rs�.tng aSHAai a�'ttetszt7r. r"v2amd cs�fsfs dacxssr�aue m+yr cxass&Csamd you:d:a�8 iAL 11'G':s�riv i£33}I@flt 4i�4GY�drelC-LC tat&'Ydr maCYgdwtrark mF1nl. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT— FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Compo en[ Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary rrrrey bracing{per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached ngid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, p mpents,uz 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 - Al ppine, division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the tnlss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawing or cover page_ listingj,his drawing indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. For more ¢information see this iob's general notes oaae and these web sites- ALPINE: www.alnineitw.com, TPI' vnvw_tninst om, SBCA wwwsbdndustm mm, IM www.1r fe nm Job Number: 36CS00062 Ply: 1 SEQN: 668234 / T16 / JACK 4EBB 182B-Cali "C"/DR Horton /4EBB 1828-Cali "C" Qty: 4 FROM: AH DRW: Truss Label: BJ5 Wgt: 16.8 Ibs .. / _.. 05/29/2018 C SEAT PLATE REQ. I 9) C7 1.0 7' CV M cM 5' 5' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) DeflICSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / B 263 196 / 208 I - 1 129 I TCDL: 7.00 Speed: 160 mph PE NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT( l-). NA D 90 113 / 70 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.007 D - - C 119 193 / 62 Des Ld: 37.00 EXP_ C HORZ(TL): 0.008 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft CreepFactor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL:4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.309 D Min B Width R e q = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSi: 0.182 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " P g C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 itFT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Ch d T C Ch d T Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 40 01 SA38 fF 5B 8180 BB 7F48 00 99 2E S5 FI3 r'bik Iratn'hasP�.amalatrx;an q gnarl ww9salad by rdx mdl Markhw, PEt;L. 16:..G4rir4.{ on ba d0a Aawn above uming4 SWAG a>Aaa60&Acnd „ 7saated4cobm0this dome= *=matwisi& and vpati=tf smiad 2 6#icm;zjsdutmtk- alas. or s ens. omp. or IS e A-B 27 0 B-C Maximum Bot Chord Forces Per Ply Chords Tens.Comp. B-D 0 0 -120 **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 Componen[ Safety Information, by TPI anr7'SBCA) safety practices prior to performing these functions. Installers shall provide temporary �rrrelr bracing per BCSI.. Unless noted dtherwise,top chord shall have properly attached structural sheathingg 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 610, `pp7 r�rlerrts,ua as applicable. Apply plates to each face, of truss and position as shown above and on the Joint- Details, unless noted otherwise. (2efer to i drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawin any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drrawmg or cover page_ listing this drawingg indicates acceptance' of professions engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job f,�'28-Cali 36CS00062 Ply: 1 SEQN: 668235 / T17 /JACK 4EBB "C"/DR Horton /4EBB 1828-Cali "C" City: 4 FROM: AH DRW: Truss bel: BJ3 Wgt: 12.6 Ibs / ... 05/29/2018, l� SEAT PLATE REQ. 1 3' 3' J Loadi' g Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL" 1 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 193 176 / 162 / - / 86 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 51 16 / 41 ! - / - 11.5 BCDL: j 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.003 D - - C 64 / 51 130 1- l - / 1.5 Des L 37.00 EXP: C Mean Height: 15.00 ft HORZ L 0.003 D - - (T )= Wind reactions based on MWFRS l{ NCBC t L: 10.00 Code / Misc Criteria Creep Factor. 2.0 P B Min Brg Width Req = Soffit: 2.00 TCDL: 4.2 psi Bldg Code: FBC 2017 RES Max TC CSI: 0.174 -1.5 D Min Brg Width Req = Load D ration: 1.25 BCDL: 5.0 sf P MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: O.D72 C Min Brg Width Req = - Bearing B is a rigid surface. Spacini : 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: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (lbs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber c Top hord 2x4 SP #1 A - B 27 0 B - C 29 105 Bot chord Ord 2x4 SP 91 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 40 01 SA38 FF 5158180 813 7F 48 00 99 2€85 F0 M ftfimbubeaeMAd=M4d by viwaxlmart =, PEM.tPs. rssz!cn bada.9sshams abmw,. Rs aSK44 tsecit?caascam. �+r%a€nd xc�i�c.�dtxrr*.�ur.,xara not usm�ad s�saa�ara±t sca�.d araC tMc i as�taamr�aSic�cafe nw! tewsair�dtm ^cdcctrar� cmyias. I **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! Trusse I re ire extreme care n fabricating, hanndlT** FURNISH THIS �inWlNG TO ALL shipp g, installing and bracing.NCLUDING THE Referr to and follow he latest edition of BCSI (Building / Compo en[ Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary ) ' rtlrey bracing er BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly f attache rigqid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, onr tttGrtts;uz as app)j ble. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to 1 drawiW. 60A-Z for standard plate positions. Alpine; division of ITW BuildinccLLComponents Group Inc. shall not be responsible for any deviation from this.drawing,any failure to build the truss W onformance with ANSIrfPI 1, or for handling shipping, instllation and. bracing of trusses.A seal on this drawing or cover page_ listing, is drawingg indicates acceptance of professiona engineering responsibility solely for the design shown. The suitability and q p of this drawing for any structure is the responsibility of the Building Designer per ANSli 1 Sec.2. Job Number: 4EB6 828-Cali CC o/DR Horton /4EBB 1828-Cali "C" I Wgt 11.2 Ibs I FROM: AH 236 / T18 /JACK DRW / 05/29/2018 Truss Label: J1 S0062 Ply: 1, SEQN: 4"3 1 0 12 6 2X4(A1) B C ❑f SEAT PLATE REQ. -C OF T 2 o to M e t i I 1' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Loc R / U / Rw / Rh ! RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA B 150 177 / 145 I - / 42 16A BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 11 / 10 / 18 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.000 D - C -14 128 / 25 Des Ld: 37.00 EXP: C HORZ(TL): 0.000 D - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 B Min Big Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.163 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.015 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " P 9 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B requires a seatplate. 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 It Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.16 Chords Tens.Comp. Chords Te sl Lumber A- B 27 0 B- C 2f Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Maximum Bot Chord Forces Per Ply (Ib Wind Chords Tens.Comp. Member design based on both MWFRS and C&C. B - D 0 0 No 047182 10. STATE 0 f 11 R 40 015A38 FF 56 $1B0613 7F 4800 992E 85 FB 3#ataltat'�taaexte ciecrraxjstgncds;nsd a�afod'by rm ti4art#Eis, - W PE{di.. tic. rAT1521t n the date Shawn *avauttaga 5Nfw1 authernfltAUSS e. tx! crp3asasixi dwAS-=A=,Saatc=s1d=dsi isn .eaferi VA6svwif3danasgs9xtmr� ctalnL "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 Component Safety Information, byy TPI an[7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporarryy bracing per BCSI.. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propel, y ctttey attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 910, Dm uyneltts ;sr as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. 12efer to I drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinc�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling. shipping, installation and bracing of trusses.A seal on this drawing or cover page listing this drawing,indicates acceptance of pro_fessionq 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 ANSUTPI 1 ilec.2. Job Nu'I her: 36CS00062 Ply: 1 SEQN: 668237 /T21 / HIP_ 4EBB �28-Cali "C" /DR Horton AEBB 1828-Cali "C" Qty: 2 FROM: AH DRW: Truss thel: CJ7 Wgt: 42.0 Ibs / _.. 05/2912018 j I 6'3" 9110"1 _I r 67 3'7" i D I, 12 4.24 p y3X4 C ZE li M M i 2X4(A1) B i A I =5X6 F E i III�C4 I SEAT PLATE REQ. I I I 6'1"4 3'2" i6"1 1'5" 6'1"4 9'3"4 9,101 I Loadi li Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) DefllCS1 Criteria ♦ Maximum Reactions (Ibs) TCLL:I 1 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in toc Udefl U# Loc R / U / Rw / Rh / RL 1 W B 330 1208 / - / - / - 110.6 TCDL; � 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.015 G 999 240 BCLL:i I 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.041 G 999 180 E 385 1175 / - /0 / 0 11.5 BCDL� � 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.004 F - - D 29 / 14 / - / - /- / 1.5 Des L • 37.00 EXP: C Mean Height: 15.00 ft HORZ L 0.008 F - - (T ) Wind reactions based on MWFRS NCBC, .L: 10.00 Code / Misc Criteria Creep Factor. 2.0 B Min B Width Re 1.5 nJ q - Soffit: 2.00 I TCDL: 4.2 psf BCDL: 5.0 psf, Bldg Code: FBC 2017 RES Max TC CSI: 0.241 E Min Big Width Req = - D Min Brg Width Req = - Load t7 ration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.326 Bearing B a rigid surface. Spaci i I 24.0 " C&C Dist a: 3.00 ft Re Factors Used: Yes p Max Web CSI: 0.256 r Bearing B requires a seat plate. Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Camp. Lumb' A - B 14 -11 C - D 55 - 72 Top cFil' Bot chiord rd 2x4 SP #1 2x4 SP #1 B C 330 650 Webs 4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Speci ai Loads Chords Tens.Comp_ Chords Tens. Comp. -(Ll mber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC TC. B - G 604 -290 F - E 0 0 m 0 pif at -1.41 to 55 plf at 0.00 2 0.00 to 2 9.84 G - F 591 - 288 , BC: From BC: pm plf at pif at 0 plf at -1.41 to 4 pif at 0.00VA �om 2 plf at 0-00 to 2 plf at 9.84 " '�� �! Maximum Web Forces Per Ply (Ibs) TC: ,. 1-7 lb Conc. Load at 1.41 * Webs Tens.Com Webs Tens. Coin TC: , , p. p. 281b Conc. Load at 4.24 e TC: BC: 38lb Conc. Load at 7.07 G - C 286 -47 C - F 345 -709 23 lb Conc. Load at 1.41 BC: 03 Ib Conc. Load at 4.24 '. BC: 791b Conc. Load at 7.07 Wind Wind 1 i its and reactions based on MWFRS. STATE OF, W!Ito 4 VJq �w SEMALA, 40 01 SA38 FF 55 U W BB 7F48 00 99 21:=85 FB Th1c remb=t n sta "xi fed .s�almsit3y 9.�aztt tiAart§�es �£�i.i3e.�TTS93:(aes [h�cal2ahcwnatiC�r�st�'��SN$8 aaatY�nt�aYszzx?fa! �S�61t�G4�f'�ii}FSd.3Ct�1h°3s£�a0 ala4c4�35$3$4Sad SYS'i.�a}L�7t3i46 tP9d 8t��2A.^3aiCH51�&fl�C:Pt1 .l i$�.�1�43�°Y�#tfDP'i� %53�1ll5. **WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusse' regqwire extreme care in fabricating9 handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building to these functions. Installers temporary Compel"ent bracing Safety Information, b TPI and'SBCA) for safety practices prior performing shall provide i7 er BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly B3, B7 attach as appl drawin' rigid ceilin4 Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections or B10, vm xrnprrCs, ur ble. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to t„ i160A-Z for standard plate positions. Alpine, i division of iTW Building�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in listing, and us�e conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. . his drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability of this drawing for any structure is the responsibility of the Building Designer ANSIITPI 1 Sec.2. For morel6rmation per see this'ob's eneral notes a and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SSGA: www.sbeindu .com; ICQ www.iccsafe.o Gable Stud Reinforcement Detail - - ASCE 7-101 160 mph=-Wind=Speed 1-5=Mean=Height _Erl.ct-os�d:,-i o �C-,- Kzt = 1.00 Ort 140 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Ori 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = 1,00 Ori 120 mnh Wind Sneed. 15' Mean Heloht. Partially Enclosed, Exposure D. Kzt = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) lx4 'L' Brace ■ 0) 2x4 'L' Brace a (2) 2x4 'L' Brace ■m (1) 2x6 'L' Brace r (2) 2x6 'L' Brace x Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12, 2' 12' 8' 14' 0' 14' 0' u S P F #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6' le, 0' 12' 6' 14' 0' 14' 0' 0 H F Standard 3' 8' 4' 11' 5' 3' 6' 7' 7' V 8' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' #1 4' 0' 6' 8' 6' 11' 7' 10' 8' 2' 9' 4' 9' 8' 12' 4' 12' 9' 14' 0' 14' 0' -� S P #2 3' 10' 1 6' 7' 6' 10' 7' 9' e' V. 9' 3'1 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' It' 7' 5' 9' 2' 9' 7' to, 11' 11' 8' 14' 0' 14' 0' D F Stud 3. 9' 5' 3' 5' 7' 6' 11' 7' 5' 9' 2' 9' 7' to, 11' ill 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 6' 7' 8' 4' 8' It, 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 F #3 4' 2' 7' 1' 7' 9' 8' 9' 9' 1' 10, 5' 10, 10, 13, 9' 14' 0' 14' 0' 14' 0' U 1 1 Stud 4' 2' 7' 1' 7' 6' 8' 9' 9' 1' 10' 5' 10, 10, 13, 9' 14, o' 14' 0' 14' 0' 0 I 1 P Standard 4' 2' 6' 1' 6' S' 8' 1' 8' B' 30' S' 10' 10' 12' 8' 13' 7' 14' 0' 14' 0' 01 #1 4' 7' 7' 7' 7' 11' 9' 0' 9' 4' 10, 8' it, 1' 14' 0' 14' 0' 14' 0' 14' 0' \ / S P #2 4' 5' 7' 6' 7' 9' e' 10, 9' 3' 10' 7' ill 0' 13' 11' 14' 0' 14' 0' 14' 0' #3 4' 4' 6' 5' 6' 10, S' 6' 9' 1' 10' 6' 10, ill 13' 4' 14' 0' 14' 0' 14' U. Q1 D F L Stud 4' 4' 6' S' 6' 10' 8' 6' 9' 1' 10' 6' 10, ill 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' 10' 10, 11' 10, 12'7' 14' 0' 1 14, 0' 0 d l lJ S P F u #1 / #2 4' 10' 8' 3' S' 7' 9' 9' 10' 2' 10' 7' le, 1' 14' G' 14' 0' 14' 0' 14, 0' #3 4' 7' 8' 2' 8' 5' 9' 8' 10' 0' 1 11' 6' 12' 0' 14' 0' 14'. 0' 14' 0' 14' 0' Stud 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' O (�I F Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' ill 6' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' X d S P #1. 5' 1' 8' 5' 8' 8' 9' 11' 10, 3' Ill 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' 10' 8' 3' 8' 7' 9' 9110, 2' 11' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' c #3 4' 9' 7' 4' 7' 10' 9' 8' 10, 1' 11' 7' 12, 0' 14' 0' 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' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' 8' 9' 3' 11' 6' 12' 0' 13' 7' 14' 0' 14' 0' 14' 0' able Truss Diagonal brace option, T vertical length may be doubted when diagonal 18' X brace Is used. Connect L I diagonal brace for 600# I 'L' -fi- at each end, Max web Brace total length Is 14'. 31E 31f I 2x6 DF-L #2 or better diagonal T I Verticn( length shown , brace, single 8' In table above. or double cut L 1 45• (as shown) at - upper end. Connect dlagonnl at ��tt•'" -11,midpoint of vertical web. Refer to chart above for .,g; i, U t aVARNDUa- READ Na FOLLOW ALL NOTES-uI THIS DRAWDSO .' Z 1 ;^ r ..BIPMTANT- Fl RNM TMS DRAWING M ALL C13NTPAMM DMUDDIC THE INSTALLERS V GaV Trusses require extrene care bt fabric.", hnndllng,.shlpping, elstallin and brndn9. Ref•r? to wd �'� �. Fellow the latest editbn of BCSI ,Bolding Component Safety Infortatlon, by TPI and SBCA) for`.sofety prnctkes prior to perforning these ftJrxtlons. Installers shall provide temyorory bradng per SL Unless noted otherrlse, top chord shalt have properly attached structural sheathing end aroM shalt have a properly attached rigid celWtg. Locations shown For permanent lateral restraint of webs - E shall have bracing Installed per SCSI sections $3, B7 or 1110, as nppUcaM•. Apply plates to each face d of truss nM p{wosticn as shown above and on the Joint Details, unless noted otherNse. PlN Refer to dra w 1604-7 for standard plate posltbns. ! O rg Alpine, a Mslon of ITV BWttling C-panehts Group Inc shall not be responsible for any v(n�an W build AN 11 OOMPAW this draeft, any failure to the truss In c-forna,ce with ANSI/TPI 1, or for handling,sin ping, q hstatlatlon 6 brndng of trusses, bar A sent on Hill draNnp or cover page tiding this di awbp, b 0cates acceptance of professional ergbwerb,g re solely for the design shown The sWtabWty and use of this drawl q for stnxture is the responafbBltY of the "dlnp Desigrwr per ANSVTPI 1 See2, Eadh ity.M nl Drive •r,Y for more Inf.r-tbn see this 's rat notes page and these web sites, /�/aaAgnx,,,,sgt,e,pppAAti Earth City, MO 63045 ALPINE, wwwatpheitr.coml TPA www.tWns Job's SI SSC* www.sbUMustry,trgl IM w"Jcesafeorg W Bracing Group Species and Grades, Group AI S ruce-Pine-Fir Hen -Fir OL / #2 Stnndnrd #2 Stud #3 Stud #3 Standard Dou pas Fir -Larch Southern Pinemw. a3 03 Stud Stud Stnndnrd Stnndnrd Group Bt Hen-Flr pl & Btr al 31 Dou Ias Flr-Lurch Southern Plnewww al #1 #2 #2 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 DetoLIL Notes, Wind Load deflection criterion Is 1-/240. Provide uplift connections for 75 plf over continuous bearing C5 psf TC Dead Load). Goble end supports toad from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with !(Id (0.128'x3.0' min) naps. )K For CD 'L' brace' space halls at 2' o.c, In is' end zones and 4' ac. between zones. ilE 3lEFar C2> 'L' braces space units nt 3' o,c. In 18' end zones and 6' o,c. between zones. bracing must be a minimum of 80% of web member length, 11 Gable Vertical Plate Sizes Ill less than 4' 0' 2X3 Greater than 4' 0', but less than il' 6' 3X4 Greater than 4X4 Vertical Length No Splice + Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detail. MAX, TOT, LD, 60 PSF MAX, SPACING 24,0' F ASCE7-10-GAB16015 TE 10/01/14 WG A16015ENCI01014 Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or, 140 MPH Wind Speed, 30' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Or, 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 n- 1nn —1, L11-4 Cneprl 'LI' III— Flo,nh+_ par+ww rnrinsp,9- Fxnncurp ➢. K7t = 1.00 S 2x4 Brace Gable Vertical Spacing Species Grade No Braces (1) Ix4 'L' Brace t 0) 2x4 'L' Brace t (2) 2x4 'L' Brace .Mt (1) 2x6 'L' Brace x (2) 2x6 'L' Brace r Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B #1 / #2 3' 8' 6. 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12' 0' 13, 9' 14' 0' P F #3 3' 6' 5' 5' 5' 9' 7' 2' 7' 7' 8' 8' 9' 1' 11' 3' 11' 1t' 13' 7' 14' 0' US u i - Stud 3' 6' 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' 1' 11' 2' 11' 11' 13' 7' 14' 0' Q1 O rl r Standard 3' 6' 4' 7' 4' It' 6' 2' 6' 7' 8' 4' 8' 11' 9' 8' 10' 4' 13' 1' 14' 0' #1 3' 10' 6' 4' 6' 7' 7' 6' 7' 9' 8' 11, 9' 3' 11' 9' 12' 2' 13' 11' 14' 0' J S P #2 3' 8' 6' i' 6' 6' 7' 5' 7' 8' B' 9' 9' 2' 11, 7' 12, 0' 13, 9' 14' 0' #3 3' 7' 4' 10' 5' 2' 6' S' 6' 11' g' 9' 9' 1' 10' 1' lo' 10' 13, 8' 14' 0' N r D f L Stud 3' 7' 4' 10' 5' 2' 6' S' 6' il' 8' 9' 9' L' 10' 1' LO' 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' IF 0' U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' e' 9' to, 1' 10' 6' 13' 3' 13, 9' 14' 0' 14' 0' S P F #3 4' 0' 6' 7' 7' 5' 8' 4' e' 8' 9' it, 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' U Stud 4' 0' 6' 7' 7' 0' 8' 4' 8' 8' 9' 11' 10' 4' 13' 1' 13' 7' 14' 0' 14' 0' O H F Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' It, 10' 4' 11' 10, 12, 8' 14' 0' 14' 0' #1 4' 5' 7' 3' 7' 6' 8' 7' 8' It, 10, 2' 10' 7' 13' 5' 13' I1' 14' 0' 14' 0' / S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' 10' 1' 10, 6' 13' 3' 13' 9' 14' 0' 14' 0' #3 4' 1' 5' 11' 6' 4' 7' 11' 8' 5' 10, 0' 10, 5' 12' 5' 13' 3' 14' 0' 14' 0' Q1 I Il F L Stud 4' 1' 5' 11' 6' 4' 7' It' 8' S' 10, 0' 10, 5' 12' 5' 13, 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' to, 2' 11' 0' 11' 9' 140' 14' 0' #1 / #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' Ci S P F #3 4' 5' 7' 7' e' 1' 9' 2' 9' 6' to, ill 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' U u Stud 4' 5' 7' 7' 8' 1' 91.21 9' 6' to, It, 11' 5' 14' V 14' 0' 14' 0' 14' 0' O I� F Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' 10' 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X #1 4' 10' 8' 0' B' 3' 9' 5' 9' 9' il' 2' it, 8' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' 8' 11' 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 6' 6' 10, 7' 3' 9' 1' 9' 7' 11' 0' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' D F L Stud 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' I1' 6' 14' 0' 14' 0' 14' 0' 14' 0' s- 1 Standard 4' 5' 6' V 6' 5' 8' 1' 8' 7' 10' 11' 1 11' 5' 12, e' 13' 7' 14' 0' 1 14' 0' Aboutj� able Truss Diagonal brace option, -,- vertical length may be doubled when diagonal 18' X brace Is used. Connect L diagonal brace for 690# at each end. He web I Brace total length is 14'. XX 2x6 BF-L 02 or better diagonal r 1 Vertical length shown bracei single 8' In table above. or double cut L 1 45' (as shown) at upper end. ntinuous Henring Connect dl.gona at T1111llllll midpoint of vertical web. Refer to chart above for max gKbke ri(N —VARN1RREAD AND FOLLOW ALL NOTES ON THIS BRAVING���% 4bw . i is- lv"ty nplflptTANTww rLWMSH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS `�� !D Trusses ..quire extreme care in fabricating, handling, shipping, installing and bracing. Refer to and DCSI component Safety information, by TPI and SBCA) for safety pA�, �E N& i fos aw the latest edition of (Bu&d:ng practices prior to performing these functions. Installers shall provide tenporary bracing per BCSL Unless noted othe..Ise, top ch-d hall have properly attached st... tur.t sheathing,bottom chord �`�� Z - I�^ shall have a property attached rigid eeiWg. Locations shown for permanent lateral restraint of ebs ils appUcablo. Appty plates to each Fnce shall haws Instas per sections - 910, a QPpttc6 e- A havand IIIIr�J-��1Ofit ndatl st s abo th J t Det , C iYlnn .tt horn hove and On the .7 at/arwt- Refer to drawings 160A-Z for standard plate posittwm rATE ITV Mdirg Conpcnents Group Inc shot( not be responsible for any deviation from / AN ITWCOMPAW Alpine, . division of this d-wing, any f.R-e to build the truss In conforn.nc. with ANSI/TPI 1, or for hands shipping, .Q. Inct4llat1 n L-bracigaf t, sse tins=tl�awvViprar=cover=pope-llstin�lHsCi'nwhe suitability engtr-eerirg re6ponse-Blty solely for the whom The sultnbAlty and use of this rL'nwln0 far any 6tnchre Is the resp.nsO><Uty of the Mel" Designer per ANSVTPI 1 Sec.& i /( '. f} _ i, F�4g Essah sty. MO1Orive Eanh City, M063045 For more Information see this Job's general notes page and these web sites ALPINE- wrr..lpa-eltwtomi TPA rw.tpinst,argl SBCA- rrw.cbcindustry.argl ICP wrw.lccsafvarg _ p9/q ` 4qf td10NA0 4fta„ 1@F! , h M Bracing Group Species and Grades) Group At S ruce-Pine-Fir Hen -Fir q1 / #2 Stondard #2 Stud #3 Stud 1 03 ISt.nd.rdd ➢ou las Fir -Larch Southern Pineets #3 #3 Stud Stud Standard I Standard Group B, Hen -Fir #3 4 8tr #1 Dou I Fir -Larch Southern Plnewtt #1 #I #2 a2 Ix4 Braces shall be SRB (Stress -Rated Hoard). rtFor 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 uplift connections for 135 plf over continuous bearing <5 psf TIC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with IOd (0,128'x3,0' min) nalls. )K For I 'L' braces space nails at 2' o.c. In 18' end zones and 4' o.c. between zones. X)KFor (2) 'L' braces- space nalls at 3' o.c. In IS' end zones and 6' o.c. between zones. 'L' bracing must be a minimum of 80% of web member length. Gable Vertical Plate Sizes Vertical Len th I No Slice Less than 4' 0' 1 2X4 Greater than 4' 0', but I 4X4 less than IV 0' Refer to common truss design for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detalL REF ASCE7-10-GAB16030 DATE 10/01/14 DRWG A16030ENC101014 AX. TOT. LD. 60 PSF X. SPACING 24,0' t 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, Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. (E)Refer to Engineered truss design for peak, splice, web, and heel ptates. NGable vertical length ®If gable vertical plates overlap, use a t greater than 48' 'L' single plate that covers the total area of or 'T' brace required the overlapped plates to span the web. 3r�°d + Examples 2X4 �s� PP 2X4 2X8 No 'L' or 'T' brace required In lieu of scab brace Gable vertical Length greater than 48' 'L' or 'T' brace required 'T Relnfo Menk Go Tr Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nallsl 10d Common (0.148'x 3.1,min) Nails at 4' cc. plus (4) malls In the top and bottom chords. Toenalled Nails, 10d Common (0.148'x3',min) Toenails at 4' mc, plus (4) toenails In the top and bottom chords, This detail to be used with the appropriate Alpine gable detail for ASCE wind load ASCE 7-05 Gable Detail Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detail Drawings A11515ENC101014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A20030PEDICID14 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length. 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe -hall - (Ir - IN End-ndl To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detall). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord 'T' reinforcing member material must match size, specie, and grade of the 'L' reinforcing member. Web Length Increase w/ 'T' Brace Example) ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30 x 8' 7' = 11' 2' 'T' Relnf. 'T' Mbr. Size Increase 2x4 30 '!. 2x6 20 U v AN 111N COMPANY imLakekonlode EadliClly,MOMM s1VARN1P7GS� RM AND FMMM Ali- MOM ON TIM MAva�r 11111M tTANT11 nsUM TNIS BRAVIIW Tfl All. CUMMCRIRS RACLUEM TIC MULLER& Trusses requt¢ extreme core In fabrlcathg, handling, shpphg, hstallirm and brwJ% Refer to and t edldon of BCA tBuAdFg Corporunt Safety L�forrovide by TPl antl SBCA) f¢r snFety folio. the prior prior to perforMp these functions. Installers shall provide temporory brp�p per BCSL Urniescnatea otherdse. tap chard shalt have properly attnchea struchral sheatkng and bottom awry shall have a properly attached rigid cewng. locntbns shown for pernanarrc later I restraint of webs 87 or B10. as rabl¢. Apply pints to aadi face shall have bra Installed per above Of tra37 alld polall a5 Shown abOVe Ofid an file JOMlt B[tnft4, On{1�33 rated Other.I3l. and on the Refer to drawings IbOA-Z for standard plate positions. N a dvbaen of ITV Building I 1 oua rie shall wi not be reaponsY le for any devktbn from dng he truss tnl° drtIon any fal of to bu4d the twss In omaoe .teh ANSI/TPI or for handllrp, shipping, hstaUotion 6 brackp of trusses. A seal an this; drawYp or tovlr, pa Ip:tYp ihls drawYp, Mcotes acceptance of pnrofesslvml orpr, wrrp �ty ad ., far the ' 'gn showrm Thr sutcobrity >11d use of this rasp far ary s AZTw- the reapalmny of the sA&V Besgner Pn AlaTiipi i sec2 For more Information aew this Job's general notes page and these web site, AU31NND www.ai eltwoWni TPa www.tpinstargl Seca 1w..abchauatryorgi B:a ewwiccsafe,org ',y; 100k bj� ga yo %t ti .T m ,� Ho tiazasa x - $ . = * r �TRTE{3f ,yP %mac nYo dpdp�.^�i m=�a'..�.nn�ms•- �*--. - _- "- -�'-' y MAX. TOT. LD. 60 PSF REF LET -IN VERT DATE 10/01/14 DRWG GBLLETIN1014 DUR. FAC, ANY r MAX. SPACING 24,0 Hip Frame Details Hip Frame l.rnvn Aeo.,. B-.9 2; 'R' Lthed Use this detall ASCE 7-10, 180 fors Mph, 30' Mean Hgt, Partlally 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, Partlally 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 Structur stepped hip system must be So, Pine lumber, anels must be properly attached directly Residential, Wind TC Dl_=4a2 psf, Kzt=1a00 To hi❑,af'�'t 4lClbwr[Ins. VARHWGfn RM MID FULLUV Au NOTES w THIS BRAVtNca @� GEN "/,.'% REF HIP FRAME -WPMTANTcc FUNIISH THIS BRAVING TU ALL COM4CTURS WCLUDWG THE INSTALLERS. Trusses require e.trone care h fobrkdtlnp, hdnden8, skdppinD• hstdllVp and 6wch8. Reffer to dad Z-7 V\ U� folio. the tatase emtlan of BCSI (BuAmng Cpnponent Sofety Inforwtbn, by TPt nrW SBCA> for safety Na C•! y DATE 10/01/14 practl— Prlor to Perf.," these functlons. Instotters shall provWe tenpor bratlnB per BCSI. Unless noted oche —Ise, top chard skmU have property attnchea structuroA st, ,e and bdttan chord DRWG HIPFRI801014 ,y shott have o properly attdchetl BCSI cotthg L83, 97 o thorn far psrnonent lAu�p=01 rastraht of .eb., Illllt�`\\VVlnll shall have M+ndng hstas per SCSI sections the J or Beta as -Aess le.no APpIyy plates to each fdco of truss aM ppoosltbn as sha+n above and an the Joint Deta0.sa urdess noted atherelse. S' ATE OF Refer to dreelnes I68A Z for standard plate posltlons. .fl Alpine dvlslon of ITV D.Rdl g Conpanents Group Inc shall rat be responsible for onyy devlatlon fron A\ AN TTWOONMNY tNs dmdnp any foA—e to bultd the truss In conFornnnce elth ANSVTPI to or for hnndUn9, shlpptrW, hstnitotlon 6 bradn8 of trusses. E. ,](� __-- �i-cent•-oniWs_�n�lr6�"���eie?Be��'rO-tllls��ae�G_I�aSes 4CCkP3A���Et�fes6lonal_ l��ii�Gar__— �i .ti __ ____ —_--__ _ __ 13388 Lakefront Drive Ifdr any sirueture Is the respasbalty, oP tho BuA&,g De.JtIr r per Earth Cily, MO 63045 For Wore Infornaticn see this Job's Benerol notes pat ALPINE' ewnipholtvi—i TPD ev..tpinstagl SBCA. wa.cbeind, these eeb sites. r1U IM wvjccsa { �a.t:>rr:nurilr.C:�:. npu��gs• 10172 3NIOMS SN�`.,1�� �Uts ',�i� e,o aJo� q. .. taro•... ae s aou o—i -5 ..q r "4 aasdugamuo 4 — .3NIdlV S40E90W'JI'� Wei _) aye W i 1 qsf sN} J4 a.+ou .+oJ anu4l.-Mel BRUt 'Z i �- �jr' i *+S I IdLnSNV ,+d ,a.Bla+n ftPra a� !a AUVWI-ds+•r +ya A a.�q Run +oJ SI'I S I EE'I/%2T�tlj21f1` ?} ®l . p ew.a•+P sFa w ea Pw .(a+woaErs >r+a v.oys lep+p ayi ,oi .(laps .C1lsgsnasea 01wa{,+aul8ue puopsaJo,d do +w+adas�o saq>gPul 'BuYP„P arts WaGI .Bod .ra.os ,o Erq.TMiP slya 1^+s y •sassn.q bP BUP<,q 7 uol} IpiPN dC} 3iV reNd° "OuEu °�' I I�dUsSNV vat+ awo�,o{uo� w san,a a q a�q w .,(j Lw 'Clao+p Avg Ml C0AW Nv 3SdLS SS 09 'Q1 '1Q1 - _j u %q-p of 19s�ads q aW naya •>ut aauauodIoj Mpg All eP —M w a'+wdly wPraaPd aaap P,apu•aa ,w evV09l sdd.-P oa 'I. 3Sd 0 0 0 33 aH : Sm = asW+43o p4ou sa+lun ' w•s18 �o Pr va �P pun ..ana �.ava vg"1 wo Ean n Jo sI Y E�vJ'P.. of aryP}d ,(Iddy 'aV9o�eddo so :18 LH+ad Pall+iau� so.q aney 11vys E98+ Jo Su�o.gaa, lo,n.] avauou,ad rob u oys Ia�PI ullia� PIBF+ Pe,Paaao .(l,ad.,d envy spoya A tbTOTO109T�tl/� SM21Q 3Sd OI OT Ot 1Q 3H �a w*4' .aaa�+ ppuuao 9ury{i<ayE p=vo Pays 41 Il, d' anoy hays P,aP daa 'aE1+,+yaP P+Sau E .1 a •'a ,° \�: 7SJH ,sd 92-, L,a.roduaa algno.d noys a111aul 'a*11—j asaya G.M-I-d oa ,q+d sa>tsae,� r `L .(%zjo ,oJ MiS pw Idl Rq 'uolaau,obul r:"jvS %uauod-a Cufp1rW ts18 Jo -MIPa IP4W aye 0%WJ bIOZ/IO/OI 31tlQ 3SdL Si OZ 3Q 3 , /4,., ` JV�? $ Puo I+,+Jay Bup-q pw B.Ajnsw'BWddlys'01gjpay'BI%=jIgIj w e,w a +,a•+.,rb+, a+aa,j 3Itl13Q A3'I Itl/� 3321 3Sd Ob OE OB 13 31 10' r �(� job Su3'IWISM Ott aue MM MELWW— — M 9 AVM Sell HSINNNJ MIW.LM&U- �i MWAVaa mu No S31M'•w noTW mar aVM-MMINivnn '�Unr+n 1,11111P '6uloods wnwlxow 'o'o ,b2 :�o sassn q 6ul;.joddnS (++) 0-0-02 " ion pallou-ao AaWDA bXb IIoI•a(i a-ulor w4aa pu3 pu0N3 w0I40H p.4oN3 o�� g �---xow 0-0-8--� dIH louola-d❑ Aallo/� paggn-j•S I-n❑ a.�unbS 4•n❑ paLP:Wd tiX bXZ 6upodS 'xow Zl allo/� bXE ZI bXb bXz ',0-,t'T paa:)xa ;.ou saop I•U61aq jDDp,.4an aq;, so buol so :�llnq aq Cow suods AaO,4D-1 ++ •pjoyo do} aq: 3o adols aq:. 6uolo pains'oaw sl Aapon aq;. q:pauaq ssn.4 ate;. fo pjogD do} aq} 6uloo,4q uo3 6upods ullind aq:{ : ok{:i. a4-0N xx)K 'u6lsap palnas s,Jaaul6u3 uo paljpads so 6uloods ullAnd fo nail ul pasn sassnu1. 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Or 140 "ph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg. located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0, Note- 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. wx Refer to Fnnlneer's sealed truss design drawnno for oloovback and base truss specifications. Detail A I Pur(in -Spacing = 24' o.c, or less 12 Up to 12 II II 4' Spacing = o.c. max 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 purlin bracing with (2) 16d box nails <0.135'03') and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box nalls <0,128'x3') at 4' o.c. 12 Attach purlin bracing to the flat top chord using a minimum of (2) 16d box nails (0.135'x3.51). Up to 12 V /' I I I I \\ I I M I I I I AWN 11 \\ /'-- \ 4' \\ I I \\ I I Purlin Spacing > (/ / I I 24' o.c, max Top Chord Scob (Typical Each End> Chord Flat top chord purlins required at LDepth both ends, purlin spacing > 24' o,c. Notes If purlins or sheathing are not specified on the flat top of the base truss, purlins must be Installed at 24' o.c. max, and use Detail A. `l�}}}d+titllijj wwUWQ3TANTs-F THIS RREMAGRAVING TANDin ALL CONTMMRS INMLIZI G THE INSTALLERS �,(`���+ '1,� Trusses require extrene care in fabricating, handUng, shipping, installing and brocl Refer to and `- ^I� follow the Latest edition of SCSI (Bu4dtr+g Component Safety Infornation, by IN and S�) for safety ` �GEAI_ - practices prior to perfarning these functlons. Installers shall provide tenporory, bracing par LIM. Unless noted oth... Is., top chord hall have properly tt..h,d structural sheathing and bottom chord shall have a properly attached rigid ce0.tr,g, locations shown for pernanent lateral restraint of webs ^� shall have brocing Installed per above sections the J or DBID,et as applicable. Apply plates W oni7, faro _ d Ill ffLL.��_JJ)) of truss and pois 16O A.-Z hewn ahavr and on the Joint Geta4s, untesa rotetl othrrdse. Reier to drawings 16.A-Z for standard plate positions. AlpMe, o tlivlsbn of ITV HuUtling Components Group Inc, shall not be sponoble for any tlevbtbn Fron �} AN ITWMMPANY 4Ns droving, any failure to bull the truss In confornarxe with ANSVTPI 1, or for ho, hit, sHppft, �1(p,0% 13389Laiefont Drive Iior any structure Is the responsgAlty of the &A-MV Deshgor Per ANSI/TPI 1 See2 Earth City, MO 63G46 far nor. Information see this Job's general notes page and these web AtPINEr rwwAlpMWtr.comi TPL vewtpinst.orah SEIM wow.sbc6Wustry.orgi ICO vw Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0.135'x3.5') and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box nails (0.128'x3') at 4' o.c. Attach purlin bracing to the flat top chord using (2) 16d box nails (0.135'x3.5'). The top chord #3 grade 2x4 scab may be replaced with either of the following, (1) 3X8 Trutox plate attached with (8) 0.120'xl.375' nails, (4) Into cap TC & (4) Into base truss TC or (1) 28PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'xl,375' nails. Note, Nalling thru holes of wave plate Is acceptable. x In addition, provide connection with one of the following methocisr Trulax Use 3X8 Trutox plates for 2x4 chord member, and 3X10 Trutox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with <4) 0.120'x1.375' nails Into cap bottom chord and (4) In base truss top chord. Trutox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset B'x8'x7/16' <min) APA rated sheathing gussets (each face). Attach @ 8' o.c. with (8) 6d common (0.113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o.c. front to back faces. 2x4 Verticat Scabs 2x4 SPF #2, full chord depth scabs (each face), Attach @ 8' o.c, with (6) 10d box nails <0.128'x3') per scab, (3) In cap bottom chord and (3) In base truss top chord. Scabs may be staggered 4' o.c, front to back faces. 28PB Wove Piggyback Plate One 28PB wave plgggyback plate to each face @ 8' o.c. Attach {eeth to piggyback at time of IF brlcatlon. Attach to supporting truss with (4) 0.120'x1,375' nails per face per ply. Piggyback plates may be staggered 4' o.c. front to back faces. SPACING 24,0' EF PIGGYBACK ATE 10/01/14 RWG PB160101014 C-LR Rei-n-Porcin-g M-e-mber S-ub-st=i-t-ution This detall Is to be used when a Continuous Lateral Restraint (CLR) Is specified on a truss design but an alternative web reinforcement method Is desired. Notes! This 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 Reinforecement Size Restraint T- or L- Reinf. Scab Reinf, 2x3 or 2x4 I 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, 010 Center scab on wide face of web. Apply (1) scab to each face of web. T-Reinforcement Or T-Reinf. L-Reinforcement; or L—Reinf, Apply to either side of web narrow face. Attach with 10d (0,128'x3,0',min) nails at 6' a.c. Reinforcing member Is a minimum 80% of web member length. T—Reinf, L—Reinf, Scab Reinforcementi Apply scab(s) to wide face of web. No more than (I) scab per face. Attach with lOd (0,128'x3.0',min) nalls at 6' o.c. Relnforcing member Is a minimum 80% of web member length. Scab Reinf. /Z "WARNMas READ AND FGUJDV ALL NDTES ON TM DMVINO w■nlPUIraITa r rwaal Thgs nRA+ru+g rD ALL mrrrnacTDas IhcLunHa6 n1E rlsraurxs .����, Jj/j - '. ���� oQ tl �.� � Aj '', TC LL PSF REF CLR Subst. DATE 10/01/14 Trusses = extreme ogre In fabricating, henditng, .hipping. Mstalllng and bracing. Refer to and folios the In4ct editden of 111 1, Component Safety Biformatian, by 11 and 111 1 for safety practkes prior to InerformMg these functions. Installers shall provide temporary bracing per BCSL �-Z TC DL PSF DRWG BRCLBSUB1014 hove Unless rated otherwise, top chard shalt property attached structural sheathing and bottom chord33C shalt have attached rigid ceUbg. Locations shorn for lateral restraint of webs DL PSF a properly permanent .hail have brotl�g Installed per HCS[ cecSWns H3, B7 or B10, ns knble. Apply pintas to each face of truss and ponsltion as shown above and on the Joint Details, °�%.. noted et6erel... Refer to draw 160A-Z far standard plate positlons. $C LL PSF Alpine, a division of ITv Balltltr,p Components croup lnc. shall not be respanslbte for anyy devintbn from ❑T. LD. PSF AN ITW COMPANY this drawng, any faUure to bull truss In conlot-- with ANSVTPI 11 or for handing, shipping, � .Q aT� InstaUatlon L tratlng of trusses, .' A seal an this drawing or cover page llstYg this drawing, bdcates acceptance of professlarat ttyy solely for the design shown, The sultaw6ty and use of this drowMp - ' _ % �J' . o Q. �,n;�,� DUR, FAC. far any the responnsUlty of the Building Designer per kMI/TPI 1 Sec2 � fT, � i✓ SPACING 11389 Lakefront Drive Earth City. Ma 63045 For more w Information see this jab's general notes page and these eb chew ALPINE, ww4lpineltw.cemd TPI, .ww.tolmstorai SWA, ww.sbdndustrvorw Icowwrecsofe.ora ��,� sf es.- t. /rain,., wt+1 ?-..>.d XdW .0'72 JNI3ddS 001... 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Ald al6uls Ao,4 lu0 pilvA sl u8isap sl4j •.4agwaw clam ao pio4o ua>lo.aq 4}lm ssn,a} v 4o j s,4ivda.A sal,41oads 6ulmv Ap sl4j ua>jojg Jo pa>jD oJ3 STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' OC MAX. LENGTH TO TRIM `TILLER f EXISTING FILLER — SPECIFIC TRUSS DESIGN IS SEPARATE FROM THIS DETAIL, — USE #2 OR BETTER (1450f FOR MSR) MATERIAL FOR FALSE FRAME CHORDS. — USE #3 OR BETTER OR STUD <900f FOR MSR) MATERIAL FOR FALSE FRAME WEBS, — LOCATE VERTICALS AT 4'-0' D.C. MAX., OR SEE NEXT OPTION. — IF FALSE FRAME CHORD IS THE SAME SIZE AND GRADE AS THE STRUCTURAL CHORD, THEN VERTICALS MAY BE LOCATED WITHIN + OR — 12' OF THE PANEL POINTS ALONG THE BOTTOM CHORD (4' MAX, PANEL LENGTH). APPLY REQUIRED BRACING (SEE BELOW), — OPTIONAL PLANT SHELF MAY BE USED UP TO 24' MAX, FALSE FRAMES MAY BE SIMILARLY APPLIED TO FLAT BOTTOM CHORD TRUSSES (OR FLAT BOTTOM CHORD SECTIONS OF A TRUSS), dfLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' O.C. FOR A SINGLE —PLY TRUSS BOTTOM CHORD. REFER TO SPECIFIC TRUSS DESIGNS TO DETERMINE THE REQUIRED BRACING FOR THE STRUCTURAL BOTTOM CHORD <MAY BE INDICATED AS BOTTOM CHORD PURLIN SPACING). BRACING SHOULD ALSO BE APPLIED TO THE FALSE FRAME CHORD AT 10'-0' O.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD, BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS DETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND- ANY TRUSS�IWEB- CONFIGURATION FOR 24' O.C; MAX. SPACING AND 10PSF MAX, CEILING LOAD., WITH THE EXCEPTIONS mnTL-n ON THIS SHEET T USE THIS DETAIL FORT ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITIONS), :RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. DS IN EXCESS OF IOPSF CONNECTED TO THE FALSE FRAME, 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, BER GRADES LESS THAN SPECIFIED ON THIS DETAIL, TICALS SPACED APART MORE THAN PANEL POINTS (IF>4'—O'), iE FRAMES ON CANTILEVER SECTIONS OF A TRUSS. NOTE+ FALSE FRAME MEMBERS MAY BE CUT AND FIELD MODIFIED AS NEEDED WITHOUT THE NEED FOR REPAIR DETAILS, PROVIDED THE MODIFICATION DOES NOT INVOLVE CUTTING OR DAMAGING STRUCTURAL MEMBERS, OR CHANGING LOAD CONDITIONS OR SUPPORT C❑NDITI❑NS, BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION. SHOP APPLIED — USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION, USE ALPINE WAVE 20 GAUGE 2x4 MIN, PLATES AT EACH END OF EACH VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, — IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN. PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN. PLATE AT ANY VERTICAL (JOINT SPLICE). FIELD APPLIED — PLACE FALSE FRAME CHORD IN —PLANE WITH THE TRUSS. — CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. — JOIN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) lOd BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN, VERTICAL BLE — MAY USE A 12' LONG 7/16' PLYWOOD (DR OSB) GUSSET TO EACH FACE AND 8d NAILS <0.113x2,5') @ 3' D.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED. — VERTICALS MAY BE JOINED BY (2) 3x6 TRUL❑X PLATES WITH (4) 11 GAUGE <0,120') x1.375' NAILS INTO EACH MEMBER CONE PLATE ON EACH FACE OF TRUSS ATTACHED WITH 4 NAILS), — IF NEEDED, THE FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN 18' LONG MIN. BLOCK SCAB, CENTERED ON THE SPLICE J❑INT, ATTACHED WITH (6) 10d BOX <0,128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT <ONE FACE ONLY). __ RIARtJda READ AND faLLgv ALL hmrEs ON THIS mtmvtNa .=`;P4 � REF BC FILLER "DWORTANT>•e F(WSH THIS DRAVIM TO ALL C@1TPACTORS INCLUDING THE INSTALLERS. Trusses require extreme care in fabrkatbg, handling, shipping, instmmna and bracl�g. Refer to and P CG S, ��,, DATE '�10/Ol/14 follow the Latest etatlat of BCSt GBuildng Component Safety Information, y TPC and SBCA) far sofsty practices pNar to perfornlnp these rw19 ns. tnstnUers shal provide temporary brntlmf per BCSL �� v eaa no otherwse, top chortl shag have property nttnched atructurat sheathing and bottom DRWG REPBCFIL1014 ., .hall hove a praperlr att°ched rigor cenha. Locations shorn For permanent lateral rest'w t of .eb. N a A L�P � shot have and ..I Inst" s per Bb. sections the. B7 Joint H30, os opolss no Apply plates W each face of Sruss nM opaCtbn ns thorn above and an tan ,lotnt Detnlc, ess rotetl other.ise. Rcfer to dra.has 16OA-Z for stondord plate posltlom Alpine, a d7vislan of ITV ButrDrp Components Grou�pp Inc shall not 6e respons3>le far any d-I&AIon fr f,` A t E OF: AN RWCOMPANY this drawng any Fallon• to build the truss an conformance wtt, ANSI/TPI L or for handling, gypping, Installation L bracing of trusses. A seat on this drawnp or cover pn listing this drawing, Indcates acceptance of profe.slonal -.,O engine—responshatllty saety for t ne de.Ign .ha.,. The sAtawgty aed use of this dra.4g.�.,` 13389 Lakefront Drive ° ° is rC�°^ Ky °f the Buildng lleslgner per ANSI/TPI I Sect. Earth City, MO 63045 aruvor more I.Fornatton ..a this�J°b's general notes pMape and thes �.eb sites. ``a �l i7Rf d►L SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, ASCE 7-10 160 mph wind, EXP C, Or 140 Mph wind, EXP D, 30.00 ft mean hgt, located anywhere in roof, 30,00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00, wind TC DL=4,2 psf, wind BC DL=6,0 psf, Kzt = 1,00, Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0,128'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, N❑TEl Add 210# uplift (max.) to reported truss uplift for wall connections, uVARNM.. RE" AND FCLLOW ALL NGTFS ON TWS DRAVDD9 . - J`— - `//A.'�. TOTAL TOP CHORD REF 2X4 SCAB D,H, .pPORT11Nio FlA2NIS11 TICS DRAVING TG ALL C120RACTMS INCLUDING TW INSTALLERS. Trusses require extreme care In fabrlc.ting, handling, shipping, 1-tnl8ng and brnchg. Refer to and A� �GEiV$� (� LOAD NOT TO DATE 10/01/14 folio. the latest edition of DCSI 111, Component Safety Informtlan, by Tpl and SDCAI for safety � Ca $ EXCEED 40 PSF prncdces prior eo perForntng tMse functions. Installers shoo provma temporary brndnp par RCSL Unl ss no atfier.ise, top char shun have properly ttachad structural :hentivng and baetan chord _ No CDEAD PLUS LIVE) DRWG ❑HSCB2X41014 NF shaU have n property attached Ham ceding. Locations sha•n far permanent lateral restrahrt of rebs = Q �f'r 1� shall . braclrrj lnstnlled per DCSI sect s th DT or Det ils unlessbno d oty plot"wise. to each face = y 1�1��11 of truss nM ppoorJtlon aG shoes above and On the .loot Detaes, unless noted othereise. T Refer to dra.ings 16OA-Z for standard plate positions. OF Alpine a dlvlslon of ITV Du&dng Conponents Group Inc shall not be responsible for any deviation from rN RWCOMPANY this draWng, any faUure to bLIld the tin cnnfornance .1th ANSVTPI 1, or for handling, awppinp, — -- hstoll0-t(an_l�bracing F trusses. russ T ,c P _ _ _ —A=seat=on-tNs-dr�a.trr0-'orcaver=Pa Itsa9 L1n0_oe4�g,=Cotes=aZc6pta�nee�-F'ofarstorol- _—ee. -. _ _ loh— tg resparrslbRlh' solely far the design dam. Tha s,itaWlty and use of oils tlicehp-- — - _-p��'' ,.`°— II 1R-F'A-C,for my structure Is tiw rasponsMltY of Me 9Glmng Designer Per ANSt/TPI 1 S, i eA' 13389 LakeGonl Urivo ALPINE n aloineltr.con TPlaws.tahsf.orpieSeCA�.wtsbcb�iag4stryarglBlCGrwrJtcamfa.org Ay Ie,...t ` ' Earth City. MO 63048Far he- J g �y Pp iQ�A�, tt`�!\ SPACING 24 O 12' (2) 16d TOE NAILS VARIES OPTIONAL SCISSORS BOTTOM CORD i - i (2) 16d TOE NAILS TYPICAL END JACK (EJ) N.T.S. 1 I 12 (4) 16d NAILS ? VARIES See Connection Detail i - \ OPTIONAL WEB CONFlGURA110N I � 3X4 (4) 16d NAILS i I See Connection Detail I 1 -J- 14 MNA. JrMIN i TYPICAL CORNER JACK (CJ) N.T.S. i i I i TYPICAL CORNER SET INSTALLATION TYPICAL L ADING (P.S.F.) 11LE: SHINGLES: TOP LIVE LOAD:! 20 20 TOP DEAD LOADI 15 7 BOTTOM DEAD LAD: 10 10 TOTAL: i 45 37 STRESS , INC. I '25 1.25 WIND DESIGN: tiflj4X 160 MPH PER ASCE 7-10 MA) 24" O.C. I "WARNING" Read & Foilow all notes on this drawing. Furnish this drawing to all Contractors including the installers. ZL eveled Jack( m (I r CONNECTION DETAIL (BJ) x (2) 16d GUN NAILS m FOR EACH LOCATION SHOWN TOP & BOTTOM �e2x4 SYP Nailer 16" Long Goc6—G°MAX.Top & Bottom use 16d �prl+L MAX.Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. 12 B VARIES (4) 16d NAILS See Connection Detail 11-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. q�gii9ii1:8i@gyp E IV ° No e NIANUEL MARTINEZ, P.E. FLORIDA REGISTERED ENGINEER Lzz LICENSE # PE 47182 � 3 STATE OF ° vr- Q e �aea�eae�