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Home My WebLink AboutTRUSS,.L SCANNED BY RAUEY &600" N E N T S aney 19900 Independence Blvd. Groveland, FI 34736 0111 ponentS, LLC one: (352)429-9429 ' (352)429-0304 " Fax: (352)429-7429 ' Job Information. Address: f� �,. r- Customer Name: Creekside Lot 120 R Horton 3101 Yellowstone Cir n: City, State, Zip: L4EABia "D" Ft. Pierce, FL Cover Sheet Order # JOB # 136DCS120 Printed: Thu, May 3 2018 FOR Name and License Number: RoolLoads: Floor Loads: TC Live: TC Dead: BC Llve: BC Dead., TC Live: TC Dead., BC Live: BC Dead: 20 7 0 10 0 0 0 0 Bldg. Code: Wind Std., Wind Speed: Bldg. Useage: Building Type: Wind Type: FBC 2017 RES ASCE 7-10 160 Residential - CAT II C MWFRC & C&C w/M Pages or sheets covered by this seal from: 1 thru 27 Total 27 # DESCRIPTION SEONO # DESCRIPTION SEQNO # DESCRIPTION SEONO # DESCRIPTION SEQNO 1 Al 2 A1A 3 A2 4 A3 5 A4 6 A5 7 A6 8 A61) 9 A7 10 A713 11 A8 12 ABD 13 D1 14 D1GB 15 E1GE 16 Mvi 17 MV2 18 EJ7D 19 EJ7 20 EJ7A 21 13J51) 22 13J5 23 BJ3D 24 BJ3 25 BJi 26 CJ7 27 CHA NO ' Digitally signed by Manuel Martinez n I DN: c=US, o=ldenTrust ACES Business Representative, ou=M AND E ASSOCIATES PA., cn=Manuel Martinez, f 0 2342.19200300.100.1.1=A01098000W01 021 IF t i n ez Date; �01 Adobe Ac8'65.0robat 10version: 2015.006.30417 a,f.� SERIAL 40 015A38. FF 51581 B0 0B 7F48 00 98.2E &5 FB 3h1s ltcml<saisttra clacjsad xrd;:eafad 5i' iAat nnan8tes,. tE jet. t3e..GdT1HZj crr bic�a9e afmce�Pa�va twig a53iA 3 ienitsali�sesca�m r'x�tad ecpisdttk doax-..�Ae ent¢x l&rcd%W,. =dsalad sa,d 2Fc Sr5R.2 a�uthenUraasr�s c�dc mr�[.tm �r3fdedra. sc�rd�t�r3:s - ccples. Page 1 of 1 -vile copy A, { Y Job Number: 136DCS120 Ply: 1 SEQN: 6680021 T81 COMN 4EAB Aria "D" /DR Horton 14EAB Aria "D" City: 7 FROM: AH DRW. Truss Label: Al I Wgt 224.0 Ibs .. / ... 05/03/2018 M 0 0 337 6'49 i T10°9 14'4"8 19'4° 22 3"7 + 30'9°7 i 32'3� 38'8° 14"9 1'6" 6.5"15 4'11"8 4'11"7 6'6" 1'6" 6'4"8 116(4 m4X6 =3X4 =3X8 =3X4 4X6 012X4 6(A2) n fn c SEAT PLATE REQ. SEAT PLATE REQ. 38'8" 1' 6'2"13 5'9"3 2'1" 5'3" 5'2"15 2'1"1 5'9"4 6'2"12 1' 6'2"13 + 12' + 14'1"� 19'4" + 24'6°15 + 2r 32'5"4 + 38'8" 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): 0.176 N 999 240 B 1606 1692 / 936 / - / 433 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.454 N 999 180 J 1606 / 692 /936 / - / - 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.074 L - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.132 L - - B Min Brg Width Req = 1.9 Mean Height: 15.00 ft J Min B Width Re 1.9 NCBCLL: 10.00 Code / Misc Criteria Creep Factor. 2.0 r9 q TCDL: 4.2 psf psf Bearings B & J are a rigid surface. Soffit: 2.00 BCDL: 5.0 MWFRS Parallel Dist: 0 to h!2 Bldg Code: FBC 2017 RES Max TC CSI: 0.647 g g Load Duration: 1.25 TPI Std: 2014 Max BC CSI: 0.584 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.574 Loc. from endwall: not in 4.50 it FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1089 -1841 Lumber B - C 1449 -2955 G - H 1210 -2320 Top chard 2x4 SP #1 C - D 1183 -2359 H - 1 1183 -2359 Bot chord 2x4 SP #1 D - E 1210 -2320 I - J 1449 -2956 Webs 2x4 SP #3 E - F 1089 -1841 J - K 27 0 Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Camp. member. Or 1x4 "T" reinforcement. 80% length of B - R 2583 -1155 O - N 2008 -786 Web member. attached with BdaBox o rGun (0 9R3k2.5" min.)na Irade or s R - Q 2580 -1155 N - M 2581 -1159 @6"or. hr Q-P 2580-1155 M-L 2581 -1159 *44 P - O 2008 - 763 L - J 2584 -1159 Loading , Truss passed check for 20 psf additional bottom Maximum Web Forces Per Piy (Ibs) chord live load in areas with 42"-hi h x 24"-wide *04711 g Webs Tens.Comp. Webs Tens. Comp.^ clearance.vo R - C 278 -5 O - G 486 -1 Wind C - P 419 -604 G - N 46D - 164 Member design based on both MWFRS and C&C. P - E 460 -164 N - 1 419 -605 T, m E- O 486 -756 I- L 278 -6 t 6A a# K F-O 1372 -763 fo SEPAL* 40 015A38 FF 5B 81 B0 BB 7F48 00 99 2E 85 FBI TKU Item h"bem ekcimrJe*yMpad zad Dated by Maemael Martin , PE (FL. Lit. 04TfM tea thadaaa Shawn abalm 4e".hlg aSKA , aaatdscrrtttat&:xic+ae i l i satedcopinafttisdtxs�na not crnscY mdsdradaa9salad a.-xs tl+e mwl a Ikhe tkz a"e mwl bes^aMcd m c Vdettmir =10S. —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! • 7 '"`IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses,require extreme care in fabricatingq handlin shipping, installing and bracing. • Refer to and follow the latest edition of BCSI (Building Component Safety Informationby TPI and'SBCA) for safety practices prior to pertorming these functions. installers shall provide temporary bracing per BCSI. Unless noted ollherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propper y attached rigid ceilinct Locations shown for permanent lateral restraint of webs shall have bracingp installed per BCSI sections 63, B7 or 61 D, as applicable. Apply plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. {2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildinp�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 handlim shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ listing this drawing indicates acceptance of pro essiona engineeringg 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: 136DCS120 Ply: 1 SEQN: 668004 / T28 / COMN 4EA8 Aria "D" /DR Horton 14EAB Aria "D" Qty: 2 FROM: AH DRW. Truss Label: A1A Wgt: 260.4lbs / ... 05/03/2018 19'4" 2479J i 6'4'9 _1 T9"it0 14'4'8 _ 1T10"4323 684A. r 6'4'9 1'5" NA 93"12 f 1—'91 r 6'69 1'S 648 1112x4 m4x6 a5X10 12X4 m2X4 m5X10 M4x6 02X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8' 6'2°13 5'9°3 22"12 3'9"4 3' 3'5'5 2'2°11 5'9°4 6'2"12 1� 6-N3 12' 14'2'1 18' 21' 24'5"5 26'8° 32'S°4 38'8' Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 42 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: 3.87 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" cc. Wind Member design based on both MWFRS and C&C Snow Criteria (Pg,Pf In PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl L/# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.187 Q 999 240 B 1523 1691 / 935 / - / 433 18.0 Lu: NA Cs: NA VERT(TL): 0.514 Q 999 180 L 1523 1691 / 935 /- /- 18.0 Snow Duration: NA HORZ(LL): 0.096 N - - Wind reactions based on MWFRS HORZ(TL): 0.179 N - - B Min Brg Width Req = 1.8 Code / Misc Criteria Creep Factor: 2.0 L Min Brg Width Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.597 Bearings B & L are a rigid surface. TPI Std: 2014 Max BC CSI: 0.598 Bearings B & L require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.860 Ff/RT:20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 40 01 SA38 FF 50 81 BG 857F48 00 99 2€ 85 FS rasftlCciaAssircenclzilzmatcysB�nau"�x5 s�alaci 57i 1.L2:asr1 taartlnea, ai(rt.tic.v4Paszta.�ivissh�aua6,Snsxa�3 at�'iat;eralteasc.�9e, er�mdc�t�.�xfm:si •.°*aa®mct ccr��raB saSnrttsrail salad ea d tic VA,, wuaentkalknwde mom vndfbd on 2gfdaatmnk alas; Chords I uns.Comp. Chords Tens. Comp. A- B 27 0 G- H 1396 -2307 B - C 1445 - 2779 H - I 1364 - 2394 C-D 1177-2167 I-J 1205 -2131 D - E 1205 - 2130 J - K 1178 - 2168 E - F 1348 -2343 K - L 1445 -2779 F- G 1359 - 2247 L- M 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B-W 2427-1151 R-P 12 -6 W - V 2424 -1151 P - O 2424 -1157 V - U 2424 -1151 O - N 2424 -1157 U- T 11 - 5 N- L 2427 -1157 S - Q 1848 - 647 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ W - C 282 - 6 G - Q 941 - 602 C-U 419 -618 Q-R 10 -1 U - E 296 - 729 Q - H 96 -18 U - S 2156 - 888 Q - 1 507 - 244 E - S 282 -13 Q - P 2218 - 938 F-S 105 -16 I-P 361 -844 S-T 22 -1 P-K 419 -617 S - G 908 - 585 K - N 282 - 6 "'WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT'" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS hire extreme care in fabricating, handlingshipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI and'SBCA) y 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 propperly )jid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, i e. AppTy plates to each face of truss and position as shown above and on the Joint- Details, unless noted otherwise. (Refer to 60A-Z for standard plate positions. a division of TPI 1; odor h acceptance any structure its drawing,any failure to build the on this drawing or cover page ie design shown. The suitability SBCA { Y Job Number: 136DCS120 Ply: 1 SEQN: 668000 / T7 / SPEC 4EAB Aria "D" /DR Horton /4EAB Aria "D" Qty: 2 FROM: AH DRW. Truss Label: A2 Wgt: 224.0 Ibs I .. / ... 05/03/2018 6'4"9 T10°@ 14'4°8 1 19' 1 24'3'7 30'9°7 32'3'8F 38'8° i 6'4"9 1'6"r 6'5"15 1 4'7"8 i 53 7 f 6'6" } 1'6°1 6'4"0 116(4 a4X6 a3X4 a3X8 a3X4 -4X6 1112X4 SEAT PLATE REQ. 38'8" SEAT PLATE REQ. 1' 6'2'13 5'9"3 2'1" 1015"15 2'1"1 5'9"4 6'2"12 1' 6'2"13 12' 14'1" 24'6"15 26'8" 32'5"4 38'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.87 it Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member_ Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42"-high x 24"-wide clearance. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.176 N 999 240 B 1606 1684 / 934 1- / 427 / 8.0 Lu: NA Cs: NA VERT(TL): 0.464 N 999 180 J 1606 / 684 / 934 /- /- / 8.0 Snow Duration: NA HORZ(LL): 0.074 L - - Wind reactions based on MWFRS HORZ(TL): 0.132 L - - B Min Big Width Req = 1.9 Code / Misc Criteria Creep Factor: 2.0 J Min Brg Width Req = 1.9 Bldg Code: FBC 2017 RES Max TC CSI: 0.647 Bearings B & J are a rigid surface. TPI Sid: 2014 Max BC CSI: 0.584 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.577FT/R 20(0)/10(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Plate Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.16 A - B 27 0 F - G 1068 -1841 B - C 1429 -2955 G - H 1190 -2320 C - D 1163 -2359 H - 1 1163 - 2359 D - E 1190 - 2320 1-1 1430 - 2956 E- F 1068 -1841 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. 't�%1114#stij B - R 2583 -1137 O - N 2008 -772 R - Q 2580 -1137 N - M 2581 -1144 Q-P 2580 -1137 M-L 2581 -1144 -• * P - O 2008 -744 L - J 2584 -1144 N* W* "r" No 0471,02 Maximum Web Forces Per Ply(Ibs Webs Tens.Comp. Webs Tens. Comp.' a . R - C 278 - 5 O - G 492 - 756 , ' C - P 419 -604 G - N 460 -164 - ATE' P - E E-O 460 -164 492 N - 1 I-L 420 -604 278 . -754 -5� O - F 1370 - 768 40015A58FF55818007F4800592E95FB Eitix 1CeF�iexskteen a�ti�/�pta�:;� scalAd by iAarzz3 %&artdt�L PE (FL. 1k. e4111121 to Oc loss xtow ¢ Aa m trans a SR4r1 am�ent�a:temendr. a�iavted st�tias�; than drxr�x?sx^aai xxs notcrxs�r".csmd ri6rFu�and seaMd art ft sF5iA-1 arAhentlCaIknv:da mmtbavvdfbdm wldedrank tetOna. ""WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, bV TPI ang'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly 'id ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins, ailed per BCSI sections 63, B7 or p10, le._ AppTy plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. EPiefer to a division of any lis drawing,any failure to build the on this drawing or cover page_ L design shown. The suitability Job Number: 136DCS120 Ply: 1 SEQN: 667998 / T6 / HIPS 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 2 FROM: AH DRW: Truss Label: A3 Wgt: 236.6 Ibs .. / ... 0510312018 i 6'4"9 �T10'6 12'4°8 + 1T + 21'8° 26'3°8 30 "'7 38'B" r 6'4"9 1'6""T' 4'5"15 47°8 4'8" 47"8 4'5"15 1'6" 6'4°9 RW(R) B6X6 F G 82X4 a3X4 m3X6 a3X8 WX4 m3X6 m3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" i F1+ 6'2"13 12'13 } 114' r 2121 F 24 r 3Z5"3 38'83 �1� 31"12 1'11" T_ — 267 + Loading 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 foe Udell L/# LOG R / U 1 Rw / Rh / RL / W B 1562 / 695 1940 I - / 385 18.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.157 P 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.418 P 999 180 K 1566 1695 1940 / - /- / 8.0 BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): 0.067 M - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ(TL): 0.123 M - - B Min Brg Width Req = 1.8 Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 P K Min Brg Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.372 Bearings B & K are a rigid surface. g g Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Sid: 2014 Max BC CSI: 0.454 Bearings B & K require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.690 Maximum Top Chord Forces Per Ply (Ibs) Loc. from endwall: not in 4.50 it FT/RT.20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1216 -1969 Wind Duration: 1.60 WAVE Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 80% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" oc. Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42'-high x 24"-wide clearance. Wind Member design based on both MWFRS and C&C. B - C 1499 - 2833 H -1 1345 - 2347 C - D 1326 -2377 I - J 1326 -2386 D - E 1344 - 2338 J - K 1500 - 2842 E-F 1213 -1951 K-L 27 0 F - G 1153 -1697 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. )1 B - T 2468 -1194 P - O 2055 - 953 *e0***� °* T-S S - R 2466 -1194 2047 -924 O-N N - M 2055 -953 2474 -1221 s R - Q 2047 - 924 M - K 2476 -1221 *' Q P 1702 702 � - - Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ „* STATE a'� ��,y, T-C C - S 322 -6 322 -465 G-P P - H 416 -331 416 - 584 * S - E 389 -159 H - N 388 -160 C) E-Q F - Q 415 -5% 596 -343 N-J J - M 322 -464 230 AIL'4 Q-G 227 -221 40 015A38 FF 55 8180 85 7F48 00 99 2€Z5 FB Vir riamtm La aledwa 44e 4n.d 2rA=akdby FAarael Lftnin4Z PE(FL.t .�#7FH2!afi td�mG4"a5C5ita7wR aL*n ir�416s SN 3 mrrFiieeSt�iPlcs�:�Jr.. Pt�atad ct�ins�'d�s d�cra,^�ar.,i�a nrrtcx�sldmad �nar3md salad azAd ttaa'-t7R Zanlio9istarrr 9e misF t?s vedf3ed an ssy€ieztror� cffiyiax. **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, byy TPI and SBCA) t safety practices prior to pertorming these functions. Installers shall provide temporarryY bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, 67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the JoinCDetails, unless noted otherwise. i2efer to 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 ANSIrfPI 1, or for handling shippinlq, installation and bracing of trusses.A seal on this drawing or cover page. . listing this drawing, indicates acceptance of pprotessiona 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 job's general notes pacie and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o • SBCA: www.sbcindu .com: [CC: www.iccsafe.orq a Job Number: 136DCS120 Ply: 1 SEQN: 667995 / T5 / HIPS 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 2 FROM: AH DRW. Truss Label: A4 I Wgt: 253.4 Ibs / ... 05103/2018 T10"a 1147 1 15' 19W 23'8° 26'3"9 30'97 132'3"7 38'8" i 6"T 4'5°14 T 2'7"9 T� 4-4° + 4'4" 27°9 f' 4'5"14 T 1'6°T 6-4"9 , It2X4 m5X6 192X4 a3X4 s33X6sa3X4 =3XB S! X463X6s6X4 192X4 SEAT PLATE REQ. �1+ 6'213 + 20" 5 38'8" 1. �114', 1 19'4" 23'8° 24' "1'11 H SEAT PLATE REQ. 32'5"3 38'83 1� Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi1CSl Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA GAT: NA PP Deflection in Ioc Udefl U# Loc R I U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.148 G 999 240 g 1523 / 697 / 938 / - / 345 / 8.0 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.407 G 999 180 L 1523 / 697 1938 / - /- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.063 N - - Wind reactions based on MWFRS Des Ld: 37.00 EXP: C HORZ L 0.118 N - - (T )� B Min B Width Re 1.8 � q - NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 L Min Big Width Req = 1.8 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.381 Bearings B & L are a rigid surface. Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.439 Bearings B & L require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: OA73 Maximum Top Chord Forces Per Ply (ibs) Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp. GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 G - H 1272 -1856 Lumber B - C 1525 -2751 H - I 1336 -2009 C - D 1358 - 2288 I - J 1377 - 2249 Top chord 2x4 SP #1 D - E 1377 -2249 J - K 1358 -2288 Bot chord 2x4 SP #1 E - F 1336 -2009 K - L 1525 -2751 Webs 2x4 SP #3 F- G 1272 -1856 L- M 27 0 Wind Member design based on both MWFRS and C&C. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - V ?395 - M7 R - Q 1754. - 818 fAy se vv . V - U 2393 -1227 Q - P U T 1965 - 949 P - O 1965 -979 1965 - 979 oa - T - S 1965 - 949 O - N 2393 -1256 w � 'No 047102 1# S - R 1754 - 789 N - L 2395 -1256 g A a Maximum Web Forces Per Ply (Ibs) m Webs Tens.Comp. Webs Tens. Comp_ w, V - C 235 - 6 R - H 262 -169 STATE C - U 327 -475 Q - 1 404 -529 v U - E 355 -161 H - Q E - S 404 - 529 1-0 545 -372 355 -161 F-S 545 -372 O-K 327 -475 62 169 K- N 235 - 8 G- R 2- 4001SA38FF5881B0BB7F4800992E95F8 *Mitrrss'haabrmc ctr .s nadars3snalcd5Yra 9tdart6trx. Lk. OZV.92i on thedhte shown abx azang aSHA«2 aath0Atk1:=nvzd& nbtrd copinad k don: mmt min nrtm-Adcrad *na dsnd =be =d&& wf4a cntmt ordemmttin fd!!ot=Vdeawk =pim. "WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT`" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and fallow the latest edition of BCSI (Building Safety Information, by TPI an7'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted oTherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly id ceilingg. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 810, e. ADDiv olates to each face of truss and Dosition as shown above and on the Joinf Details, unless noted otherwise. (2efer to a division of TPI 1; or for h acceptance any structure ,is drawing,any failure to build the on this drawing or cover pa e ie design shown. The suitability b t 4 Job Number: 1360CS120 Ply: 1 SEQN: 6679931 T4 / HIPS 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 2 FROM: AH DRW: Truss Label: A5 Wgt 212.8 Ibs / ... 05103/2018 6'4"9 13' 19'4" 25'8" 32'3"7 38'8" 6'4"9 6'7"7 6'4" 6'4" 67"7 64"9 a5X8 1112X4 IOX4 =4X6=3X4 m3X8 =3X4=4X6 1112X4 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" 6'2"13 5'9"3 1' 6'4" 6'4" 1' S'9"3 6'2°13 12' 13 19'4" 25'8" 26' " 32'5"3 38'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 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: 3.87 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP 93 Loading Truss passed check for 20 psf additional bottom chord live load in areas with 42'-high x 24"-wide clearance. Wind Member design based on both MWFRS and C&C Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# Loc R / U / Rw / Rh / RL 1 W Pf: NA Ce: NA VERT(LL): 0.182 E 999 240 B 1616 / 699 / 931 / - / 304 18.0 Lu: NA Cs: NA VERT(TL): 0.467 E 999 180 H 1616 / 699 / 931 / - /- / 8.0 Snow Duration: NA HORZ(LL): 0.074 J - - Wind reactions based on MWFRS HORZ(TL): 0.131 J - - B Min Brg Width Req = 1.9 Code / Misc Criteria Creep Factor. 2.0 H Min Brg Width Req = 1.9 Bldg Code: FBC 2017 RES Max TC CSI: 0.443 Bearings B & H are a rigid surface. TPI Std: 2014 Max BC CSI: 0.573 Bearings B & H require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.555 FT/RMaximum 10(0) Mfg Specified Camber: Top Chord Forces Per Ply (Ibs) Plate Type(s): Plate ype(s Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 E - F 1430 -2366 B - C 1572 - 2952 F - G 1372 - 2451 C - D 1373 -2451 G - H 1572 -2953 D- E 1430 - 2366 H- I 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp B - P 2576 -1273 M - L 2118 - 961 I P - O 2573 -1273 L - K 2574 -1303 O - N 2573 -1273 K - J 2574 -1303 N - M 2118 - 931 J - H 2577 -1302 a Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. P - C 247 -4 M - F 356 -215 C - N 379 - 505 F - L 437 -171 Ir D - N 437 -171 L - G 378 -506 D - M 357 - 215 G - J 247 -6 ,. z E - M 272 -344 40015A38FF5081BOBB7F4800992E85FB Thk isam hn be =4 aaiad by Bd mtl 6rtarW=,. ?E (FL. Lk.1:47M21 on the data aharm abasm wing a SKI a as�Aentka:8et& wale. a e�.cated Copies a this darK .t=riotc aced djnAd=d realad aaae IFc Sxn,2hwfitat,'v= rerde must W wtrifiad m a mydl Ctrnnk Cuoim '"'WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI anr7 SBCA) t0F safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted d herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly lid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, le. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to a division of ,irl i,ortorn acceptance any structure its drawin any failure to build the on this drawing or cover page ie design shown. The suitability I Job Number: 136DCS120 Ply: 1 SEQN: 667991 / T3 / HIPS 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH JDRW: Truss Label: A6 Wgt: 218A Ibs / ... 05/03/2018 69 11' 16'6"1 19'4" 22'1"13 i 2T8" 32'3"7 38'8" 64"9 4'7"7 5'6"1 2'9"15 2'9"13 T 5'6"3 + 4'7"7 T' 6'4"9 1 m6X6 I12X4 m5X6 192X4 =6X6 D E F G H 12 6 13X4C 3X4 0 I� 1 =4X6(A2) B J=4 A S R Q P O N M L 192X4 E3 m3X6 °?3X8 Ea 8 g3X6 a3X4 1112X4 SEAT P`LATE REQ. 38'8" SEAT PLATE REQ. 1' 6'2'13 4'9'3 3' 2'6"1 5'7"12 2'6"3 3' 4'9"3 6'2"13 1' 6'2"13 11 + 14' 16'6"1+ 22'1"13 + 24'8"+ 278" + 32'5"3 + 38'8" 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: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.87 it Loc. from endwall: not in 4.50 it GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Member design based on both MWFRS and C&C Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in too L/defi U# Loc R / U / Rw / Rh / RL / W Pf. NA Ce: NA VERT(LL): 0.178 F 999 240 B 1523 / 701 1918 / - / 263 / 8.0 Lu: NA Cs: NA VERT(TL): 0.487 F 999 180 J 1523 1701 1918 / - /- / 8.0 Snow Duration: NA HORZ(LL): 0.066 L - - Wind reactions based on MWFRS HORZ(TL): 0.124 L - - B Min Big Width Req = 1.8 Code / Misc Criteria Creep Factor. 2.0 J Min Brg Width Req = 1.8 Bldg Code: FBC 2017 RES Max TC CSI: 0.354 Bearings B & J are a rigid surface. TPI Std: 2014 Max BC CSI: 0.447 Bearings B & J require a seat plate. Rep Factors Used: Yes Max Web CSI: 0.409 FT/RT:20(0)/l0(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 F - G 1601 -2472 B - C 1593 -2734 G - H 1601 -2472 C - D 1470 -2360 H -t 1470 -2360 D - E 1601 -2472 I - J 1592 - 2734 E- F 1601 -2472 J- K 27 0 ■ 40 015A,SE FF 56 SIN 0137F 48 00 99 2E 85 FB 3fu7� 1tnml�i teen akdsenE€a#yad� s�xtad r+7t taasa�r Martinca,. �E (k"i.. lkK.a$ai$itCC! L'iCC.21Q5ftCWlk iL'YYnffi I& 3 $4FA-A i533;wC1itip4}N' idYdd„ s sktad eopidladds d0=MZ-tarn flMCM-z1&Md rignaa3aTA mind mad eta¢5{xA«Z su?hnnti�at�csn�8em�tfffstasndf�dtak sm�sdcthar�ic C�lns. Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2377 -1286 O - N 2058 -1068 S - R 2375 -1286 N - M 2058 -1068 R - Q 2058 -1038 M - L 2374 -1315 Q - P 2058 -1038 L - J 2377 -1315 P - O 2493 -1299 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S-C 202 -8 F-O 85 -91 C - R 300 - 384 G - O 230 -264 D - R 365 -176 O - H 588 - 368s D - P 588 - 368 H - M 365 -176 E - P 230 -264 M -1 299 - 384 P - F 86 -92 1- L 202 -10 -WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI andSBCA) foi safety practices prior to performing these functions. Installers shall provide tempos bracing er BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attache riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. f2efer to draw!ngs 160A-Z for standard plate positions. Alpine, a division of ITW Buildinf��LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling, shipping, installation and bracing of trusses.A seal on this drawing or cover page_ _ listing this drawingg indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. Job Number: 136DCS120 Ply: 1 SEQN: 6680061 T20 / SPEC 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW. Truss Label: A613 I Wgt: 217.0 Ibs / ... 05/0312018 6'4"8 7'10" 13'1D" 16'8" 22'2" 27'B" 323"7 38'8" 6'4"8 1'S" 6' 2'10" 5'6" 5'6" 47"7 6'49 E=5X6 112X4 m3X6=4X10 hX4 =3X8 M X6=3X4 112X4 Tj o eo n :6(A2)1 SEAT PLATE REQ. SEAT PLATE REQ. 38'8" J 1' 8'2"12 5'9"4 1'10"� 5'4"4 4'6" 1' 4'9"3 6'2"13 1� 6'2"12 12' + 1 211 12 22'2" 26'8" 27' " 32'5"3 38'8" 1�' 16 2 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl1CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# LOG R / U / Rw / Rh / RL 1 W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.192 P 999 240 B 1523 1695 1921 I - / 321 / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.528 P 999 180 J 1523 1698 1916 ! - /- / 8.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.068 L - - Wind reactions based on MWFRS EXP: C HORZ L 0.128 L B Min Big Width Re 1.8 Des Ld: 37.00 (T )� 9 q - Mean Height: 15.00 it Code / Misc Criteria CreepFactor. 2.0 J Min Brg Width Req = 1.8 NCBCLL: 10.00 TCDL: 4.2 psf Bearings B & J are a rigid surface. Soffit: 2.00 Bldg Code: FBC 2017 RES Max TC CSI: 0.541 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: D to h!2 TPI Std: 2014 Max BC CSI: 0.557 Bearings B & J require a seat plate. Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: Yes Max Web CSI: 0.960 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 D F - G 1645 -2484 Lumber B - C 1635 -2773 G - H 1645 -2484 C - D 1381 -2189 H - I 1494 -2359 Top chord 2x4 SP #1 D - E 1406 -2152 I - J 1617 -2735 Bot chord 2x4 SP #1 Webs 2x4 SP #3 E - F 1440 -2101 J - K 27 0 Bracing Maximum Bot Chord Forces Per Ply (Ibs) (a) Continuous lateral restraint equally spaced on Chords Tens.Comp. Chords Tens. Comp. member. Or 1x4 "T" reinforcement. 80% length of B - S 2420 -1302 O - N 2055 -1089 web member_ Same species & SRB grade or better, S - R 2417 -1302 N - M 2055 -1089 attached with 8d Box or Gun (0.113'S2.5",min.)nails @ MAP 6"oc. �R-Q 2417-1302 M-L 2376 -1338 66 Q - P 2462 -1308 L - J 2378 -1338 Wind P - O 2463 -1308 Member design based on both MWFRS and C&C. °+ 0 10. • „ Maximum Web Forces Per Ply (Ibs) ' W Webs Tens.Comp. Webs Tens. Comp. S - C 273 -4 G - O 278 -335 C - Q 412 - 59D O - H 608 -398 SM � E - Q 1523 - 979 H - M 363 -178 0.0 a Q- F 913 -1293 M- 1 302 - 388 Vt F-P 109 -2 I-L 203 -10 �y W F - O 115 -113 40 015A 38 FF 5B Si 80 BB 7F 49 00 99 2E 95 FB 39�7s itenairas eleclzwv3 gs3fincd ad%rafadby mauml rAartrncr, ?£(il.. lr4.Ci3tH21 afl iiC.L3RC ziiawrp 3ir4'fk i�9ng95iiA�1 at3AiCi7�2iCAY4LYd@ Pibt9de0p019aLef==_�AWenctCMx dasad4T.A—iiMbd and xFs,:�.a Z,snt:ca::s�semdc mr,f aaar.�3f�1 m anytdatrara� C=lm "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, b TPI and'SBCA) toy safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted dtherw!se,top chord shall have properly attached structural sheathing and bottom chord shall have a properly 'j�id ceiling. Locations shown for permanent lateral restraint of webs shall have bracing ins lied per BCSI sections 83, B7 or t 'le. Apply plates to each face_ of truss and position as shown above and on the Joint- Details. unless noted otherwise. (Zefer to a division of i Ni i, odor nanaiingf snippin instaiianor acceptance of pro essional engineer!r any structure is the responsibility of the its drawin any failure to build the on this drawing or cover page ie design shown. The suitability r Job Number: 136DCS120 Ply: 1 SEQN: 667989 / T2 / HIPS 4EAB Aria "D" /DR Horton /4EAB Aria "D" Qty: 1 FROM: AH DRW: Truss Label: A7 Wgt:210.0lbs / ... 05/031201B 6'4"8 9' 15'101 19'4" 22'915 29'8" 32'3"8 38'8° 6'48 { T7"8 6'10"1 + 3'5"15 + 3'S"15 } 6'10"1 2'78 6'4"8 11 =5X8 I112X4 m5X6 1112X4 =5X8 D E F G H FAA7 !qN&qq - -, - 1 a- ICI S R Q P O N M L 1112X4 =3X4 =3X6 =3X10 =3X10 =3X6 =3X4 1112X4 SEAT PLATE REQ. SEAT PLATE REG. 38'8" 1' 6'2"12 2'94 5' i_1'10 &11"14 +1'10""1 5' 2'9"4 + 6'2"12 +I F + 6'212 + 9' + 14' r15'10 1 22'9"15 24'8" 29'8" 32'5"4 38'8" Loading Criteria (psf) TCLL: 20.00 TCDL: 7.00 BCLL: 0.00 BCDL: 10.00 Des Ld: 37.00 NCBCLL: 10.00 Soffit: 2.00 Load Duration: 1.25 Spacing: 24.0 " Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Wind Criteria Wind Std: ASCE 7-10 Speed: 160 mph Enclosure: Closed Risk Category: 11 EXP: C Mean Height: 15.00 ft TCDL: 4.2 psf BCDL: 5.0 psf MWFRS Parallel Dist: 0 to h/2 C&C Dist a: 3.87 it Loc. from endwali: not in 4.50 ft GCpi: 0.18 Wind Duration:1.60 Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: N/ Pf: NA Ce: NA Lu: NA Cs: NA Snow Duration: NA Code / Misc Criteria Bldg Code: FBC 2017 RES TPI Std: 2014 Rep Factors Used: Yes FT/RT:20(0)110(0) Plate Type(s): WAVE 0 Defl/CSI Criteria PP Deflection in loc Udell U# VERT(LL): 0.226 F 999 240 VERT(TL): 0.619 F 999 180 HORZ(LL): 0.070 L - - HORZ(TL): 0.131 L - - Creep Factor. 2.0 Max TC CSI: 0.512 Max BC CSI: 0.612 Max Web CSI: 0.699 Mfg Specified Camber: VIEW Ver: 17.02.02.1208.15 40 01 5A 38 FF 58 9180 BB 7F 48 00 99 2E 85 FB Tait Ji¢Rt ihnbc tLdeos q#ynad saad:cal. d by 3Ar.tl Mart1Aa� ®.(FL, Lk. 04n921 m th a datQ shmmi abaa ta^ i; aVA4 i¢tif'td&nIcoje. r tadc.p6asaftfiA dmu=t wo flat =51&ia81%ve md'"IDd stab tFm;viR;3 tffi¢nt'sra9uxacefa tnml 8a*stir7ed caaaagdxiwnk bias. ♦ Maximum Reactions (Ibs) LOG R /U /Rw /Rh /RL /W B 1523 / 703 / 900 / - / 222 / 8.0 J 1523 /703 /900 /- /- 18.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 J Min Brg Width Req = 1.8 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Y Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 F- G 1890 - 3001 B - C 1616 -2722 G - H 1890 -3001 C - D 1577 - 2495 H - 1 1577 - 2495 D - E 1890 - 3002 I - J 1616 - 2722 E- F 1890 - 3001 J- K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B - S 2364 -1303 O - N 2209 -1183 S - R 2363 -1303 N - M 2209 -1183 R - Q 2209 -1154 M - L 2363 -1332 Q - P 2209 -1154 L - J 2354 -1332 P - O 3035 -1641 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. S-C 139 -12 F-O 7B -72 C - R 232 - 239 G - O 286 - 342 D - R 340 -187 O - H 952 - 570 D - P 952 - 570 H - M 340 -187 E - P 286 - 342 M -1 231 - 239 P-F 78 -73 I-L 139 -14 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS qquire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building i Safety Information, by TPI and SBCA) fo'r safety practices prior to performing these functions. installers shall provide temporary r BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly eceilingg. Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or B10, . Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. Refer to a division of any its drawin ,any failure to build the on this drawing or cover page ie design shown. The suitability ti • Job Number: 136DCS120 Ply: 1 SEQN: 668008 / T10 / SPEC 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW. Truss Label: A713 6'4"B 7'10" Wgt: 212.8 Ibs '.. / ... 05/03/2018 13'10" 1'88247' 223"B 38'8" 10"86-4"8 1'56' 56" 56" -7 48 EB SXR 1112X4 m3X6= X10 VX4 =3X10 =3X6 m3X4 1112X4 SEAT PLATE REQ. 38'8" SEAT PLATE REQ. 1' 62"12 5'9"4 1'10" 4'11"12 5'4'4 2'6" 3' 2'9"4 6'2"12 1' 6'2"12 + 12' +13'10' 18'9"12 24'2" 26'8" + 29'8" 32'5"4 { 38'8" Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph 13CLL: 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: 3.87 ft Loc. from endwall: not in 4.50 ft GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 "T" reinforcement. 60% length of web member. Same species & SRB grade or better, attached with 8d Box or Gun (0.113W.5",min.)nails @ 6" oc. Wind Member design based on both MWFRS and C&C. Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Pf: NA Ce: NA VERT(LL): 0.231 P 999 240 Lu: NA Cs: NA VERT(TL): 0.635 P 999 180 Snow Duration: NA HORZ(LL): 0.074 L - - HORZ(TL): 0.138 L - - Code / Misc Criteria Creep Factor. 2.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.551 TPI Std: 2014 Max BC CSI: 0.630 Rep Factors Used: Yes Max Web CSI: 0.861 FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): WAVE VIEW Ver: 17.02.02.1208.15 im 40 015A38 FF 53 81 B0 BB 7F 49 00 99 2E 85 FB rt rt 1ter:sHaa:9acera clezlx¢etoa gx VdWaledby TA2wamarthies, P£ £x'L. t&..C4iE92tL�n th¢ 8a3e sh�vio afar u^.�g a SifA i a�tied5kcaf:Csb�a. s^ tndtopidsd dtxb� AS��J � mot aidnaiad and the r wuft41Llmlimcodo raw r r'e4d':iifbd CSt3€YydoatfAek =00S. ♦ Maximum Reactions (Ibs) Loc R /U /Rw /Rh /RL /W B 1523 / 695 / 910 / - / 321 18.0 J 1523 /698 /904 /- /- /8.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.8 J Min Brg Width Req = 1.8 Bearings B & J are a rigid surface. Bearings B & J require a seat plate. Maximum Top Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 F- G 1891 - 2900 B - C 1650 - 2772 G - H 1891 - 290D C - D 1397 - 2190 H - 1 1607 - 2486 D - E 1423 -2153 I - J 1649 -2725 E-F 1451 -2141 J -K 27 0 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B - S 2419 -1302 O - N 2190 -1201 S - R 2416 -1302 N - M 2190 -1201 R - Q 2416 -1302 M - L 2366 -1363 Q - P 3064 -1720 L - J 2368 -1363 P - O 3067 -1720 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ S - C 272 - 4 G - O 270 - 331 C - Q 409 - 588 O - H 921 - 587 E - Q 1498 - 932 H - M 314 - 202 Q - F 1125 -1633 M - 1 251 -274 F-P 172 -2 I-L 158 -14 F-O 166 -217 "WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! '"IMPORTANT•' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS uire extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Safety Information, by TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryV BCSI. Unless noted olhenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly Bid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, e. Apply pplates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of -I PI 1, or for h acceptance any structure failure to build the g or cover page rn. The suitability Job Number: 136DCS120 Ply: 1 SEQN: 667984 / T11 / HIPS 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW. Truss Label: A8 Wgt: 215.6 Ibs / ... 0510312018 7' 12'6"4 19'4" 26'1"12 31'8" 38'8" 7 5'6"4 6 9"12 6'912 5'6"4 7' =6X8 =7X8 =6X8 12 Ce_ D TC2 E F TC2 =6X6 G T 6 p (a) W " �(a) ih ZW3fW3 j' =4X6(A2) B Hm4X6(A2) A P O N M L K J 112X4 =5X6 =H0308 =6X12 =H0308 =5X6 1112X4 f SEAT PLATE REQ. SEAT PLATE REQ. SEAT PLATE REQ. 264" 12'4" 1' 6'10"4 5'4" i 1'9"1$ 5'4" i 5'4" i_1'9 5'4" i 6'10"4 i 1. 6'10"4 + 12'2"4 T 14' T 19'4" 24'8" 26'5"1 31'9 12 38 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 lac Udefl U# LOG R / U / Rw / Rh / RL / W g 1762 / 812 /- /- /- / 8.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.153 D 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.425 D 999 180 Q 4128 / 1844 1- i - 1- 18.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.044 M - - H 226 ! 127 / - 1- l - 18.0 Des Ld: 37.00 EXP: C HORZ L 0.083 M - - )- Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 0.00 Mean Height: 15.00 ft Creep Factor. 2.0 B Min Brg Width Req = 2.1 Soffit: 2.00 TCDL: 4.2 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.771 Q Min Brg Width Req = 4.9 Load Duration: 1.25 BCDL: 6.0 psf MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.876 H Min Brg Width Req = 1.5 Bearings B, Q, & H are a rigid surface. Spacing: 24.0 " C&C Dist a: 3.87 ft Rep Factors Used: No Max Web CSI: 0.730 Bearings B, Q, & H require a seat plate. Loc. from endwall: NA FT/RT:20(0)/l0(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE, HS VIEW Ver: 17.02,02.108.15 2 Chords Tens.Comp. Chords Tens. Camp. Lumber A - B 27 -20 E - F 872 -1937 Top chord 2x4 SP 41 :TC2 2x6 SP #1: B - C 1493 -3269 F - G 1892 -840 Bot chord 2x4 SP 91 C - D 1504 -3361 G - H 262 -153 Webs 2x4 SP #3 :W3, W4 2x4 SP #1: D - E 872 -1937 H -1 27 -20 Bracing (a) Continuous lateral restraint equally spaced on Maximum Bot Chord Forces Per Ply (Ibs) member. Or 1x4 "V reinforcement. 80% length of & Chords Tens.Comp. Chords Tens. Comp. web member- Same species attached with Bd Box o13 Q 5 grade ' r Gun (0.1 B - P 2855 -1280 M - L 715 -1665 P - O 2829 -1275 L - K 715 -1665 @ 6" oc. w ems* O - N 3363 -1527 K - J 93 -M Loading rz `e N - M 3363 -1527 J - H .87 -168 #1 hip supports 7-0-0 jacks with no webs.mo 047102 Maximum Web Forces Per Ply (Ibs) Wind Webs Tens.Comp. Webs Tens. Comp. 2 Wind loads and reactions based on MWFRS. P - C 611 -117 E - M 641 -791 • STATO C - O 638 - 275 F - K 1478 - 2697 - D 286 61 K - G 901 - 2045 + "' D - M 734 -1598 G - J 666 -147 # M-F 4038-1779 BEiA. f - 40 015A3E FF 50 85 B0 flg 7F48 00 99 2E85 Ft rhUAtot�e?�•+aAec»ctetsa*aaz%ra�ys$�ed %caladby tdawzl Martimr, � (rt.. tfc.+�ezas�teuwtlkm at�w�calxrwa �nsa ski a a�sen�+ca�tsus.�e.. z'ted crr�imsro9s}aCs docra�aatatm trnt cssss9.gassd ogees: �ldsaalad oral the A.a wuimemlcv do "wk bA *wdtdca asydecttara. cmios:. —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, bV TPI and SBCA) toi safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted olhen vise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly attached rigid ceilmq Locations shown for permanent lateral restraint of webs shall have bracing Installed per BCSI sections B3, B7 or 610, Apply to each face. of truss and position as shown above and on the Joinf Details, unless noted otherwise. Kefer to as applicable. plates drawings 160A-Z for standard plate positions. Alpine, a division of ITW BuildinQComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the bracing trusses.A this drawing or cover truss in conformance with ANSIPI1, or for handling shipping, installation and of seal on listing this drawing indicates acceptance of prolessiona engineering responsibility solely for the design shown. page 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'ob's gerteral notes page and these web sites: ALPINE: www.al ineitmoom; TPI: www. inst.o • SBCA: wwwsbdndu .crmr [CC: www.iccsafe.or Job Number: 136DCS120 Ply: 1 SEQN: 668010 / T271 SPEC 4EAB Aria "D" /DR Horton AEAB Aria "D" Qty: 1 FROM: AH DRW. Truss Label: ABD Wgt: 198.8 Ibs .. / ... 05/03/201B 6'4"8 T10" 13'10" 20'8" 260"4 31'8" 38'8" 6'4"8 1'5" 6' 6'10" 5'4"4 5'7"12 7' M m3X6i E 105X6(R) 1112X4 =3X6 ra3X8 -4A" =3X6("*) SEAT PLATE REQ. SEAT PLATE REQ. 20'8" 5'8" 124" 6'2"12 + 5'9"4 +1'10" T1"8 5'4"4 4'9"6 T1"12 6'2";U 12' 13'10 20'11"8 26'3"12 2��12 31'6"4 38'8" Loading Criteria (pso 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 U# LOG R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph PF NA Ce: NA VERT(LL): 0.034 Q 999 240 B 793 / 389 / - / - / - / 8.0 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.096 Q 999 180 N* 451 / 213 I - I - / - 168.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.016 K - - 1 805 / 396 ! - / - / - / 8.0 Des Ld: 37.00 EXP: C HORZ(TL): 0.030 K - - Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria CreepFactor. 2.0 B Min Brg Width Req = 1.5 TCDL: 4.2 psf BldgCode: FBC 2017 RES MaxC CSI: 0.703 N Min Brg Width Req = - Soffit: 2.00 BCDL:5.0 sf ax P I Min Brg Width Req = 1.5 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.518 Re Factors Used: Yes Max Web CSI: 0.515 Bearings B, N, r I are a rigid surface. Spacing: 24.0 " C&G Dist a: 3.87 tt P Bearings B & I require a seat plate. Loc. from endwall: Any F1/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber Wind A - B 27 -20 F - G 355 -160 Top chord 2x4 SP #1 Wind loads and reactions based on MWFRS. B - C 585 -1210 G - H 299 -108 Bot chord 2x4 SP #1 Webs 2x4 SP #3 C - D 309 - 590 H - 1 550 -1139 D - E 279 - 553 1- J 27 -20 Bracing E - F 296 -574 (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, I Chords Tens.Comp. Chords Tens. Comp_ attached with8d Box or Gun (0.113"x2.5",min.)nails @6"oc.`#* B-Q 1027 -479 N-M n 275 s , Q-P 1024 -480 M-L 967 -431 Special Loads � � 10 P - O 1024 -480 L - K 967 -431 _ - -(Lumber DucFac =1.25 /Plate DucFac.=1.25) O - N 117 -282 K - 1 937 -424 vx � TC: From 56 pIf at -1.00 to 56 plf at 27.60 047182, TC: From 28 plf at 27.60 to 28 pIf at 31.67 J& a dw Maximum Web Forces Per Ply (Ibs) TC: From 56 plf at 31.67 to 56 pif at 39.67.00 Webs Tens.Comp. Webs Tens. Comp_ BC: From 4 plf at -1.00 to 4 plf at 0.00 mow. BC. From 20 plf at 0.00 to 20 pIf at 26.67, Q - C 283 0 N - G 101 -171 BC: From 10 pIf at 26.67 to 10 pIf at 31.64 TAT � C - O 295 -629 G - M 370 -498 BC: From 20 plf at 31.64 to 20 plf at 38.67 E - O 222 0 M - H 645 -1448 BC: From 4 plf at 38.67 to 4 plf at 39.67 TC: 174 lb Conc. load at 27.60 O - F 818 - 367 K - H 723 -160 * * F - N 512 -890 TC: 160 lb Conc. Load at 29.60 TC: 191 lb Cone. Load at 31.64 BC: 128 lb Conc. Load at 27.60 BC: 124 lb Conc. Load at 29.60 ` 1 flit BC: 477 lb Conc. Load at 31.64 EftsAL* 0015A38FF5091BOBB7F 00992ESSFB Plating Notes zasclremYr"tacmetcctz ss ncamdsealadbyraaa;MMaruW, PE(fl, tfc.CC71a2i anthc daft stwwa amffn Wang aSifA.i All plates are 3X4 except as noted. (**) 1 plate(s) require special positioning. Refer to ��dammarAm m�acaedri5�n�alad scaled plate plot details for special positioning aaeti�m:sstaa ont&aa cc9arcrstba4wtfadmmyd«tmr4c requirements. apja� **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating,handling shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Comp onenF Safety Information, by TPI andSBCA) fc safety practices prior to pertormmg these functions. Installers shall provide temporartyv bracing per BCSI., Unless noted o1{herwise,top chord shall have properly attached structural sheathingg and bottom chord shall have a propperly attached riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracing ins7alled per BCSI sections 63, 67 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�(L�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIIfPI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this thawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. For more information see this job's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA: www.sbeindu .com; ICQ www.imsafe.o Y Job Number: 136DCS120 Ply: 1 SEQN: 668012 / T16 / COMN 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 3 FROM: AH DRW. Truss Label: D1 Wgt: 137.2 Ibs / ... 05/0312018 M fo r• 75 6'4"8 +T10"+ 13'10" 21'3"9 + 26'4" 6'4"8 1'S"8 6' T519 5'0' SEAT PLATE REG. 21' ,,r3X4(R) H SEAT PLATE REO. SEAT PLATE REQ. —,i— 5'4" 1' i 6R"1594 +1'1a" + T9"1 +.8.1 IM 1213217"1 24645 i Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: II EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 6.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 It Loc. from endwall: not in 4.50 It GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Bracing (a) Continuous lateral restraint equally spaced on member. Or 1x4 `7 reinforcement. 80% length of web member. Same species & SRB, grade or better, attached with 8d Box or Gun (0.113"x2.5",min.)nails 6" oc. Wind Member design based on both MWFRS and C&C Snow Criteria (Pg,Pf in PSF) Deft/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefi U# LOG R / U /'Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): 0.047 L 999 240 B 933 1429 / 578 /- / 274 18.0 Lu: NA Cs: NA VERT(TL): 0.129 L 999 180 M 640 / 273 / 388 / 0 / 0 / 8.0 Snow Duration: NA HORZ(LL): 0.016 H - - N 479 / 227 / 245 /- /- / 8.0 HORZ(TL): 0.031 H - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.481 M Min Brg Width Req = 1.5 TPI Std: 2014 Max BC CSI: 0.454 N Min Brg Width Req = 1.5 Rep Factors Used: Yes Max Web CSI: 0.346 Bearings B, M, & N are a rigid surface.Bearings B, M, & N require a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A- B 27 0 D- E 563 - 855 B - C 790 -1512 E - F 572 - 893 C - D 537 - 892 F - G 361 - 584 40 013A3E FF 5B 8180 BB 7F 48 00 99 2E 95 FB 31eis iteinRas &rtvvc aLega 1£y naw.WtJsmaiadby rAa¢x'MMaritncs, �E(A. le�CilrYH2t cn t'h¢ t%aic sf�svmet aEusa ar �8a 5NA>7 aL�3;anrzcate�s z�1a. tad copLn dtivs tfw two not maildcMd Asned=d=lad mad tiSe.SetA ms�4h¢e+Scriituszmdoens[ h�wAfLd eelaxyd"Imraic =Vlm Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp_ B - L 1296 - 660 J -1 1051 - 552 L - K 1292 - 659 I - H 41 - 34 K - J 1292 -659 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. L - C 285 - 8 F - I 362 - 585 C - J 425 - 626 I - G 450 - 230 E - J 376 -153 G - H 292 -404 J - F 386 -182 -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS quire extreme care in fabricating, handlingp shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building f Safety Information, by TPI and'SBCA) foF 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 progpefly KId ce!Iing Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections 63, B7 or 610, e. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. (tefer to 60A-Z for standard plate positions. a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of frusses.A seal on this drawing or cover page_ _ this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability >e of this yawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 10 e Job Number: 136DCS120 Ply: 1 SEQN: 667970 / T17 / GABL 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 1 �FROM:All DRW: Truss Label: D1GB Wgt: 231.0 Ibs Page 1 of 2 .. / ... 05/03/2018 13'10° 19'9°8 264" , �1�7'to" 6' h 5'11"6 F 66'8 1 SEAT PLATE REQ, 1' 7'8"12 T8"12 6'3"4 6'1" 14' 20'1" 6'3" 264" Loading Criteria (ps0 Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs), or.=PLF TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defi L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): -0.101 T 592 240 B' 86 139 / 47 / - / / BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.134 T 656 180 gq 217 / gg / 124 / - /- 18.0 BCDL: 10.00 Risk Category: II EXP: CMean Snow Duration: NA HORZ(LL): 0.052 T - - Wind reactions based on MWFRS Des Ld: 37.00 Height: 15.00 ft HORZ(TL): 0.057 T - B Min Brg Width Req = - NCBCLL: 10.00 TCDL: 4.psf Code / Misc Criteria Creep Factor. 2.0 BA Min Big Width Req = 1.5 Soffit: 2.00 BCDL:5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.398 Bearings B & BA are a s rigid 9 gid surface. Load Duration: 1.25 MWFRS Parallel Dist: D to h/2 TPI Std: 2014 Max BC CSI: 0.170 Bearing BA requires a seat plate. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.835 Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp, Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 A - B 27 0 K - L 249 0 Lumber B- C 27 -93 L- M 246 0 Top chord SP #1 C-D 42 -36 M-N 228 -6 Bot chord 2x4 SP #1 D - E 83 -22 N - O 167 -27 Webs 2x4 SP #3 E - F 132 -20 O - P 116 -48 F-G 178 -19 P-Q 158 -53 Plating Notes G - H 81 -42 Q - R 116 -6 All plates are 2X4 except as noted. H -1 123 -24 R - S Ill -29 Wind I-J 172 -3 S-T J-K 232 -6 T-U 98 37 -55 -92 Member design based on both MWFRS and C&C.- wws Maximum Bot Chord Forces Per Ply (Ibs) Additional Notes v# Chords Tens.Comp. Chords Tens. Comp. See DWGS A16015ENC101014 & GBLLETIN1014 for s ' B-AI 187 -55 AC -AB 203 gable wind bracing and other requirements. -59 AI-AH 195 -56 AB -AA 203 -59 AH-AG 198 -57 AA-Z 70 -28 AG-AF 200 - 58 Z - Y 70 -28 W" v.as AF-AE 202 -58 Y-X 71 -28 STATE oFAD-AC AE-AD 203 -59 X-W 71 -28 «4 203 -59 W - V 77 -117 40 015A38 FF 5B 8113O BB 7Fs18 00 992E 85 FB E9uitltau�rwu �e�mmlaz#r�,°xtr�"°',;�:d}�cda�9 s�,aiad 6y B.Ea'rmrcl taa�ttnss a"E(�!.lkc.G4FlH2i caMc�asz share atxw.inga5HA.3 aud�ene�aa�essra3e. �aism�e�imsarrtua d�crtarm natccsz�dc*am9 �nan� saai�d 2n6 tine.A.:S axhhena±`smaza9c ni.i tacr3fA ex�aayetectmrsis cwAm Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp, Webs Tens. Comp. AE-G 26 -67 AS -AT 232 -97 G -AJ 181 -63 AU -AV 220 -93 AK -AL 187 -65 AW- Q 236 -97 AM -AN 193 -67 Q - W 305 -246 AO -AP 177 -62 W -AX 144 -52 AP -AA 211 -71 AX-AY 144 -52 L -AA 0 -113 AY -AZ 142 - 51 AA-AQ 240 -101 AZ-U 123 -47 AQ-AR 222 - 92 U - V 277 -175 "`WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWINGI -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS ]uire extreme care in fabricatinN handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building [ Safety Information, by TPI anBCA)osafety practcspriortopertorming these functonsinstallersshallprovide temporaryBCSI.Unless noted olhenvisepchordshallhae properlyattached strturl shething and bottomchord shallhave a peryyjid ceiling. Locations shown foermanent lateral restraint of webs shall have bracing installed per BCSI sections B3B7 or10,eAppTyplat-toeach face russ and position as shown above and on the JoinQDetails, unless noted otherwise. (2efer to 50A-Z for standard plate positions. a division of 'iNi 1,,orforr acceptance any structure its drawing,any failure to build the on this drawing or cover page ie—design shown. The suitability more Job Number: 136DCS120 4EAB Aria "D" /DR Horton AEAB Ada "D" Truss Label: D1GB Ply: 1 SEQN: 667970 / T17 / GABL Qty: 1 FROM: AH Wgt: 231.0 Ibs Page 2 of 2 40015A38FF5081 06B7F4800992E85F8 zMIIcmhuabz�cwAw a lad by WmA Wrt In". PE (rL. Lk.0471&2t M be dascsiwvtrta xm ulbs 2 SPA-1 aftwOodmeole. r"Yi tcd etpiasdtids daces^rraiaaratara[a nsi dsf tadaaad=bd and the wr5&•Z aex�anttatkvn�aEc ra�tba vrtif3ed.=UrfdecLmtak - txz�on. DRW: ��r1.7LrB7P Maximum Gable Forces Per Ply (Ibs) Gables Tens.Comp. Gables Tens. Comp. C -AI 165 -95 M -AQ 62 -34 D -AH 91 - 67 AR- Z 255 -114 E -AG 103 - 74 N -AS 218 - 92 F -AF 94 -75 AT- Y 100 -61 , AJ- H 88 -71 O -AU 120 -75 AD -AK 84 -69 AV- X 37 -102 AL-1 115 -71 P-AW 49 -122 AC -AM 107 -65 AX- R 9 -9 AN- J 217 - 91 AY- S 26 -19 AB -AO 251 -110 AZ- T 131 - 55 AP- K 62 -34 -WARNING" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI —IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted dttherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached dp'id ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or Et10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alppine,.a division of ITW Buildingp Components Group Inc., shall not be responsible for any deviation from this drawing,any failure to build the tniss in conformance with ANSI PI 1, or for handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing, indicates acceptance of pro essiona engineeringg responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the luilding Designer per ANSIfTPI 1 Sec.2. e.....,,..o W ..,.ems.,.. _e eh;� ncn 1 "r,t_ r 1 thaw —h eit c Al PWP —aini He coin• TPI•—tninst nrm, RRrW w shdndustrv.mm- IM w im fa om 5. Job Number: 136DCS120 4EAB Aria "D" /DR Horton MEAB Aria "D" Truss Label: E1GE Ply: 1 Qty: 1 Wgt: 43.4 Ibs 4'2" !ft SEQN: 667971 / T1 / GABL FROM:AH DRW: 8'4" 4'2" (TYP) E=4X4 12 T D F C G T CV O 2X4(A1)B H=2X4(A1) iN I1 A N M L K J 8 4" 05103/201 B 8'4" 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 Udef! U# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): -0.018 K' 999 240 B 375 1173 / 251 / - / 118 / 3.5 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.021 K 999 180 H 375 / 173 / 251 / - /- 14.0 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.009 D - - Wind reactions based on MWFRS EXP: C HORZ L 0.009 D - - B Min Brg Width Re 1.6 Des Ld: 37.00 (T )- q = Mean Height: 15.00 ft Code / Misc Criteria CreepFactor: 2.0 H Min Brg Width Req = 1.5 NCBCLL: 2. 00 TCDL: 4.2 psf Bearings B & H are a rigid surface. Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.187 Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.t47 Maximum Top Chord Forces Per Ply (Ibs) Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: Yes Max Web CSI: 0.058 Loc. from endwall: Any FT/RT:20(0)/l0(0) Mfg Specified Camber: Chords Tens.Comp. Chords Tens. Comp_ GCpi: 0.18 Plate Type(s): A - B 27 0 E - F 573 -349 Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 B - C 499 -366 F - G 531 -368 Lumber C - D 530 -368 G - H 500 -386 D-E .73 -349 H-I 27 0 Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Camp. Plating Notes B - N 316 -282 L - K 313 -272 All plates are 2X4 except as noted. N - M 315 -276 K - J 315 -278 Wind M - L 313 -272 J - H 316 -285 Member design based on both MWFRS and C&C. ewa�x Maximum Gable Forces Per Ply (Ibs) Additional Notes Gables Tens.Comp. Gables Tens. Comp_ See DWGS A16015ENC101014 & GBLLETIN1014 for + e` C-N 91 -15 K-F 148 36 gable wind bracing and other requirements_ + 71 D-M 148 -36 J-G 91 -15 E - L 152 - 237 Al 4001SA38FF5B81B08B7F4800992E&SFB a#fa!tamAuz csae� s retl wn2=aladby ihmminnarthter,, �(n..uc.G4raHzlaoYt�zd'a5x�rarwnalra�i�rgas3faa a�d�enl5cafis�¢s �3r_ a'�9atauc�i¢za3cfas darr..rra masnut crnath�rud signc�assd �aimd aaad ti•:e�.Azas�l�ent`rtm�eatzr,�e meat 4aa�§f3ed-macsgrede_trar�e cmrrins: **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricatingq handlin shipping, installing and bracing. , Refer to and follow the latest edition of BCSI (Building Component Safety Information, bV TPI and'SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temporarryy bracing er BCSI. Unless noted oherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a proppefly attache�rigid ceiling Loceb shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of Huss and position as shown above and on the JoinfDetails, unless noted otherwise. {Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building�Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seat 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. For more Information see this iob's general notes page and these web sites: ALPINE: www.al ineitw.com; TPI: www. inst.o ; SBCA : www.sbcindu .com; IM www.!ccsafe.o Job Number: 136DCS120 4EAB Aria "D" /DR Horton /4EAB Aria "D" Truss Label: MV1 Ply: 1 SEQN: 667972 / T22 / VAL Qty: 1 FROM: AH Wat:16.8 Ibs R 4'1 "8 wl 4'1 "8 4'1 "8 DRW: ... / ... 05/03/2018 Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs), or *=PLF TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefi U# Loc R / U / Rw / Rh / RL / W D* 75 / 28 / 52 /- / 26 / 49.5 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA Wind reactions based on MWFRS BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.005 C D Min Big Width Req = - Des Ld: 37.00 EXP: C HORZ(TL): 0.005 C - - Bearing D is a rigid surface. Code / Misc Criteria NCBCLL: 10.00 Mean Hei Height: 15.00 ft TCDL: ei psf Creep Factor: 2.0 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.175 Maximum Top Chord Forces Per Ply (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.129 Chords Tens.Comp. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.151 A - B 37 -126 Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) VIEW Ver: 17.02.02.1208.16 Wind Duration: 1.60 WAVE Chords Tens Com 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. Right end vertical exposed to wind pressure. Deflection meets U240. Additional Notes See DWG VAL160101014 for valley details. 0 40 01 5A 38 FF 58 8180 BB 7F49 00 99 2E 95 FB Thit itarn'irt'slxrmaeda J=Aadby ltiazvaxltatartk=,: �rL, ttc.0411$21 anthedeudiawn ae¢v�s ngasir:«.a aieai�a3ia�se. A-A tnd cWtual66 dmazzentzrAnot cm-Adued si�reaiaatd ztxalad wW t}sz:P.r;R>S zadfntnt"ode rnw ktA wAfWan a a yd=tmnk s€WEL P• A - C 189 -32 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B-C 187 -94 —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 Component Safety Information, by TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face. of truss and position as shown above and on the JoinfDetails, unless noted otherwise. kefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin��LLComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling{ shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TP11 Sec.2. Fnr inns info atinn caa thie inh'e nmanal nntx nano and thacn—h citric• Al PINF•—alni.Mh min• TPI• — Mind rim• SRC.A w- hrjnd,,dr -- ICC• www.ir afP_nrn I Job Number: 136DCS120 Ply: 1 SEQN: 667973 / T18 / VAL 4EAB Aria "D" /DR Horton MEAB Aria "D" City: 1 FROM: AH DRW: Truss Label: MV2 I Wgt: 14.0 Ibs .. / ... 0510312018 12 6 R 1112X4 1- 291 "8 2'1 "8 211118 Loading Criteria (psf) TOLL: 20.00 TCDL: 7.00 Wind Criteria Wind Sid: ASCE 7-10 Speed: 160 mph Snow Criteria (Pg,Pf in PSF) Pg: NA Ct: NA CAT: NA Pf: NA Ce: NA DeflICSi Criteria PP Deflection in loc Udefl U# VERT(LL): NA ♦ Maximum Reactions (Ibs), or `=PLF LOG R / U / Rw / Rh / RL / W D' 75 / 23 / 48 / - / 15 / 25.5 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA Wind reactions based on MWFRS BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.001 C - - D Min Brg Width Req = - Des Ld: 37.00 EXP: C HORZ L 0.001 C - - � )� BearingD is rigid surface. a g Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 psf BldgCode: FBC 2017 RES Max TC CSI: 0.024 Maximum To Chord Forces Per PI Ibs p y (Ibs) Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.032 Chords Tens.Comp. Spacing: 24.0 " C&C Dist a: 3.00 It Rep Factors Used: Yes Max Web CSI: 0.026 A - B 17 -33 Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Bot Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 1 Chords Tens.Comp. 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. Additional Notes See DWG VAL160101014 for valley details. 4001 SA 38 FF 50 81 Fitt 85 7F48 00 99 2E 85 FB rM Itereirasisem elcdrr<n a.?} nod'.aid szabd by 6 w=l Martinis; ?8(rL.ttc.Para€iztank4adasexrwswlas6aa�.tngassiA»a a�dian�at�xscada.. armed crpksvfthkti„rncnt=not cm&md aadand=led and tts k.a **t*hamt;taSiiar caremut&a aeerif d.on srdectimnk moplet.. A-C 68 -6 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. B-C 70 -43 —WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! —IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing and bracing.. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and'SBCA) fr safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B1D, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to drawings 16OA-Z for standard plate positions. Alpine, a division of ITW BuildinccLLComponents 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. For more information see this lob's aeneml notes page and these web sites: ALPINE: www.alpineitw.com: TPI: www.tpinst.org; SBCA: www.sbcindusfry.com; [CC: www.iccsafe.org _ 1 Job Number: 136DCS120 Ply: 1 SEQN: 667974 / T24 / EJAC 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 2 FROM: AH DRW: Truss Label: EJ7D Wgt: 26.6lbs / .. 051031201E T / SEAT PLATE REQ. C 1 on 2'4 7' 7' Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell U# Lot, R / U / Rw / Rh / RL / W B 438 / 178 / 370 ! - / 202 / 8.0 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 124 / 12 1101 / - / - 11.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): -0.010 D - - C 160 / 125 / 78 /- I - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.017 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Cree Factor. 2.0 P B Min Brg Width Req = 1.5 soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 P sf Bldg Code: FBC 2017 RES Max TC CSI: 0.544 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.348 C Min Brg Width Req = - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CS 1: 0.000 Bearing B requires a seat plate. Loc. from endwall: not in 4.50 it FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. Chords Tens.Comp. Chords Tens. Camp. A-B 63 0 B-C 72 -148 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 01 " 1 40015A38FF51381B08137F4800992E85F5 rf*ltsmrzvabc akdt /:4ndd;m3:&aladby FAWAai tvaartl> , i'f.ftL.tta.C47.t�Et cntL¢r£ate shswrFalxsrm u�'aga5Nk�1 ' as�tanficatxs4s�1a. nbud coptna tfia dwwmant� not c�wdw dApa,�,rad ua!ad arxd thetaazad"nert dbataade mv^sebam §F?ed-cv my'3"tmnk . gym. **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 fellow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) r salPety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI.. Unless noted dtherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing any failure to build the truss in conformance with ANSI PI 1, or for handling{ shipping, installation and bracing of trusses.A seal on this drawing or cover page_ . listing this 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/TPI 1 Sec.2. Fn — information w this inh's nanaml —t— -- and tha . w h _qit c At PINE www alninnitw mm* TPI, www tninst am, SRrk vnnty shdndimfiv.mm- 1M w it fa am Job Number: 136DCS120 Ply: 1 SEQN: 6679751 T151 EJAC 4EAB Aria "D" IDR Horton MEAB Aria "D" Qty: 14 FROM: AH DRW: Truss Label: EJ7 I Wgt: 23.8 Ibs .. / ... 05/03/2018 C 12 6 M O_ In M =2X4(A1) B A D SEAT PLATE REQ. i 7' I 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W B 336 / 117 / 259 / - 1173 / 8.0 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 127 / 20 1101 / - / - / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.014 D - - C 171 / 133 / 91 I - I - / 1.5 Des Ld: 37.00 EXP: C HORZ L 0.025 D - - (T )= Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: Mean Height: 15.00 ft CreepFactor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 2.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.496 D Min Br Width Re - Load Duration: 1.25 psf MWFRS Parallel Dist: h/2 to h TPI Std: 2014 Max BC CSI: 0.368 C Min Brg Width Req = - Bearing B 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 seat plate. r Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens Com Chords Tens Corn Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. w 4 A STATE QF 13 40 015A38 FF 56 81.80 BB 7F48 00 99 2E E5 FBC ThultarnknSne cle P cd and :aalvd'by 67a ' IMarthtea. P£ (eL. ttc. C4Tf92!rsn �c esat&.sMwn aExirom u^�a8 a s4iA.3 �icnt3ca.T:csflzrxda Wztad ccpkvcdtfi� dm=-crata not cmx41&md m?d-2—ti salad sndthc amRhant;•ia4vsruedemr.i�axxdf�lcnsex�afactmnis- MOOS. PP• A-B 27 0 B-C 77 -151 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 —WARNING"* READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses re uire extreme care in fabricating handlinc1 shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Col Safety Information, by TPI and'SBCA) for saiPety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a proppefly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing inslalled per BCSI sections B3, B7 or t to' as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. (2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page. . listing this drawing, indicates acceptance of prolessfona engineering responsibility solely for the design shown. The suitabfllty and use of this 7rawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. cnr— into fi— — fhie inh`e nan 1 nntne — 1 theca —h cif- Al PIPJF- — aInin<ih. min- TPI-—tninef nm- RRr.A- — ctuinAnchv -- Ir:r.- — it fa nrn I I 1 Job Number: 136DCS120 Ply: 1 SEQN: 667976 / T9 / EJAC 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW: Truss Label: EJ7A Wgt 21.0 Ibs / ... 05103/2018 T. =2X4(A' SEAT PLATE REQ. B L� 7' 7' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in ESE) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Sid: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udefl U# Loc R / U / Rw / Rh / RL / W A 270 / 79 1188 / - / 151 18.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA C 128 121 1104 ! - / - 11.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): -0.017 C - B 174 / 135 / 95 1- I - / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.027 C - - Wind reactions based on MWFRS Code 1 Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor: 2.0 A 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: 0.605 C Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.373 B Min Brg Width Req = - Bearing A a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 Bearing A requires a seat plate. Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Ch d Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP 91 Wind Member design based on both MWFRS and C&C. or s Tens.Comp. A-B 78 -152 Maximum Bot Chord Forces Per Ply (Ibs) i Chords Tens.Comp. A-C 0 0 fol No . Z �.-_ - a ` 40013A38EF5BB 80BB7F4&00992E85FB %kitembyIfta 1burthea � (r�. t/E.r�rt�{ s�t�a�sashawtcybu>m v-.1in� a ssr�a aa.^td;¢nt�xeaa eodr_ Pi' cdccpfase<rttisdmw==mmnotccrosl d*nsian9m6d amdtlaaaSA•gas.ihanfficaSieztcallam+nttoxadf�dma Qectmnk crosins_ **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! *'IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, b TPI an c7 SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o1herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insTalled per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face. of truss and position as shown above and on the Join f Details, unless noted otherwise. ♦`tefer to 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 ANSIUI 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 pprofessionaiq engineering responsibility solely for the design shown. The suitability and use of this thawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. F-- Information sea thic iWh --I antes nano and these. weh sites- ALPINE- www alnineihv.com, TPI- www.toinst.om' SBCA mAvsbcindustmeom' ICC: www.imsafe.om Job Number: 136DCS120 Ply: 1 SEQN: 667977 / T231 JACK 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW: Truss Label: BJSD Wgt: 19.6 lbs .. / ... 0510312018 C SEAT PLATE REQ. �— 2'4" '�' S' 5' Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf In PSF) Defi/CSI Criteria ♦ Maximum Reactions (Ibs) TOLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udell L/# Loc R / U / Rw / Rh / RL / W B 373 1162 / 330 ! - / 158 / 8.0 TCDL: 7.00 Speed: 160 mph Pf NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 85 113 177 / - / - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.007 D - C 103 / 82 142 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ 0.008 D - - (TL )= Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft Creep Factor. 2.0 P 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: 0.544 D Min Brg Width Req = - Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.171 C Min Brg Width Req = - Bearing B a rigid Spacing: 24.0 " P 9� C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CS 1: 0.000 a sesurfat p Bearing B requires a seat plate. r Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 h d T C Ch d T C Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 3 o 0471.132 STATE OF a,. 40 01 SA38 FF 50 8180 BB 7F 49 00 99 2E &5 FB ThUItee henbranmLdwmh. a adzaduatadbyMasmitowt a, ?PiGL. .CdT.iE21 unlLm a6o 111'awnabaWau-3egaSRA-1 aadiscmt4ratten cxrd¢, tadct sastStfx3damrramenrncu."Idwedspcdard€aalad aadthzSirArSasrtiten aieamrrxJanwttrs7mffcdcnacrgdcctrmrsk- C"Ins.. 0 s ens. omp. or s ens. omp. A-B 63 0 B-C 46 -115 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 —IMPORTANT"' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS > reqquire exfreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building nenf Safety Information, by TPI anti SBCA) fo'r safety practices prior to performing these functions. Installers shall provide temposrryY per BCSI. Unless noted olhenvise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly d riggid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 610, icable. Appfy plates to each face of truss and position as shown above and on the JoinfDetails, unless noted otherwise. (2efer to )s 160A-Z for standard plate positions. a division of ITW Buildiph�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e this drawing indicates acceptance of professronat engineering responsibility solely for the design shown. The suitability le of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Information see this ioh's amaral notes nane and these weh sites- ALPINE- �_alninaihv cmm- TPI- wwwtninstam, SBCA wNnv_sbcindustrv_mm- ]CC" w inmafe_ Job Number: 136DGS120 Ply: 1 SEQN: 667978 / T12 / JACK 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 5 FROM: AH DRW. Truss Label: BJ5 I Wgt 16.8 Ibs .. / ... 05/03/2018 C SEAT PLATE REQ. 1 O to rd 5. Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in too Udetl U# Loc R / U / Rw / Rh / RL / W B 263 / 96 / 208 ! - / 129 / 8.0 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 90 / 13 170 / - / - / 1.5 BCDL: 10.00 Risk Category: If Snow Duration: NA HORZ(LL): -0.007 D - C 119 193 / 62 ! - / - / 1.5 Des Ld: 37.00 EXP: C HORZ(rL): 0.008 D - - Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 1 Mean Height: 15.00 ft CreepFactor. 2.0 B Min Brg Width Req = 1.5 .00 Soffd: 2.00 TCDL: 4.2 psi BCDL: 5.0 psi P Bldg Code: FBC 2017 RES Max TC CSI: 0.309 D Min Big Width Re - g 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 a rigid Spacing: 24.0 " P g- C&C Dist a: 3.00 tt Rep Factors Used: Yes Max Web CSI: 0.000 a seat p Bearing B requires a seat plate. r Loc. from endwall: not in 4.50 ft FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Ch T C Ch d T C Lumber Top chord 2x4 SP #1 Bat chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. 0 s ens. omp. or s ens. omp. A-B 27 0 B-C 53 -120 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 >r • 1 40015A38FF5B81BUBB7F480099ZE85FB b'izit itamftaa ecsta�zir. 3ra ¢s tad'.�daeatad by 1Rawtl Lourthles,. �fit..W-114TUalon nitag :stwwnatxi wigssx s m¢nas Nkai vada. Pv?atadc0PFnofstssdmc 'A=notcaxhu md�anA=lad and 4he.s.Aaad1imt"*actda mwk tA—df: dmspy.d"Irnr3: canal. "`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 an7 SBCA) fa safety practices prior to pertorming these functions. Installers shall provide temposrY bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracingg installed per BCSI sections 63, B7 or 1 D, as applicable. Apply plates to each face. of truss and position as shown above and on the JoinTDetails, unless noted otherwise. (tefer to drawings 160A-Z for standard plate positrons. Alpine, a division of ITW Buildin�fL�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 handlingf shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing, indicates acceptance of pro ession I engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Fnr more inrnanatinn con this rnh's aensral nntes nave and these weh sites[ ALPINE[ www.alnineitw.mm: TPI: wPw-toinsLorm] SBCP: www.sbClndusiN.cDm: [CC: www.iccsafe.oro Job Number: 136DCS120 Ply: 1 1 SEQN: 667979 / T21 / JACK I 4EAB Aria "D" /DR Horton MEAB Aria "D" City: 1 FROM: AH DRW. Truss Label: BJ3D I Wgt: 15.4 Ibs .. / ... 05/03/2018 C Y 6 o =3X4(A1) B � TT^3 A ,� D CV SEAT PLATE REQ. 3' I 2'4" 3' 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/defi L/# LOG R / U / Rw / Rh / RL / W B 324 / 157 1309 ! - / 115 18.0 TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): NA BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): NA D 44 / 25 157 / - ! - / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.009 D - C 34 130 132 / - / - / 1.5 Des Ld: 37.00 EXP: C HORZ L 0.009 D - - ) Wind reactions based on MWFRS Code / Misc Criteria NCBCLL: 10.00 Mean Height: 15.00 ft 9 Creep Factor. 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: 0.938 D Min Brg Width Re - = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.231 C Min Brg Width Req - Bearing B a rigid Spacing: 24.0 " p 9 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.000 seat p Bearing B requires a seat plate. r Loc. from endwall: Any FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Ch d T C Ch d T C Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. SlA 40 01 5A 38 FF 5B 81 B0 BB 3F48 00 99 2E 85 FB ThUItenhmbemsakdz st sinmdamdscaledbyiAaa=]Mardw,. ?£(�L. Lfc. 0471BZ1 LA the da,?c Aamvab Wns aSFA1 temdca3k�s�]a_ nktrd cepierofthis dfx'a== m ow cr�mtdmod s ad,.nd sealed =dtl*c SRA,:1 avfrentk lkm zmde nsxsi be�erli�d �aargc!ecimrJ- cpvlas. or s ens, omp. ors ens. omp. A-B 63 0 B-C 15 -83 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT"` FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlin shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI anr7'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a progpeny attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 910, as applicable. Apply plates to each face. of truss and position as shown above and on the Joint Details, unless noted otherwise. �2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSIrrPI 1, or for handlia shipping, installation and bracing of trusses.A seal on this drawing or cover page. listing this drawing indicates acceptance of pro essionak 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 ANSIRPI I Sec.2. Fnr mnm Infnnnatinn c thic inh'c nnnaral rmta nano anA theca—h sita_c- AI PINF- lninM ruin- TPI- — tninet n CRf A- wunv _chHndt--- irr.- — i—.fn nm Job Number: 136DCS120 Ply: 1 SEQN: 667980 / T13 / JACK 4EAB Aria "D" /DR Horton MEAB Aria"D" City: 5 FROM: AH DRW: Truss Label: 13J3 Wgt: 12.6 Ibs / .. 05/03/2018 T Loading Criteria (psf) Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C. SEAT PLATE REQ. 10 3r I 3 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 B 193 176 / 162 1- / 86 18.0 Pf: NA Ce: NA VERT(LL): NA Lu: NA Cs: NA VERT(TL): NA D 51 16 141 / - 1- / 1.5 Snow Duration: NA HORZ(LL): -0.003 D - - C 64 / 51 130 / - I - / 1.5 HORZ(TL): 0.003 D - - Creep Factor. 2.0 Wind reactions based on MWFRS B Min Brg Width Req = 1.5 Code / Misc Criteria Bldg Code: FBC 2017 RES Max TC CSI: 0.174 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.072 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. gearing B requires a seat plate. FT/RT:20(0)110(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Camp. A-B 27 0 B-C 29 -105 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. B-D 0 0 .1 13 40 015A38 FF 50 81B0 BB 7F+18 00 99 2E 85 FB Tk,U item has been alaamimVjApad=6 wafadbV iAaxtl Martkm ��(.. tti.4�rirF21 e$r�tA 4135L' �ti6V]f3atNdRffi L:°�i� 3 SFi�3 ': tade iasada}ssdrge ,.c•Aasmnot cmii&=d%k=J=d*,naiad araE tlsm IasRhcni4esttias code mwttA vilfid as anydcctfanl= —WARNING— READ AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT"" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handlingshipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI an SBCA) r safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathingp and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing insfalled per BCSI sections B3, B7 or 610, as applicable. Apply plates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. hefer to drawings 16CA-Z for standard plate positions_ Alpine, a division of ITW Buildingg�Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover pa e listing this drawingg indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. 0 1 O Job Number: 136DCS120 Ply: 1 SEQN: 667981 / T14 / JACK 4EAB Aria "D" /DR Horton MEAB Aria "D" City: 6 FROM: AH DRW: Truss Label: BJ1 Wgt: 11.2 Ibs .. / ... 05/0312018 4"3 Loading Criteria (pso Wind Criteria TCLL: 20.00 Wind Std: ASCE 7-10 TCDL: 7.00 Speed: 160 mph BCLL: 0.00 Enclosure: Closed BCDL: 10.00 Risk Category: 11 EXP: C Des Ld: 37.00 Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.2 psf Soffit: 2.00 BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 Spacing: 24.0 " C&C Dist a: 3.00 ft Loc. from endwall: Any GCpi: 0.18 Wind Duration: 1.60 Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Wind Member design based on both MWFRS and C&C 12 6 C 2X4(A1) B SEAT PLATE REQ. To T o tO M III 1i 1' 1' Snow Criteria (P9,Pf in PSF) Defl/CSI Criteria ♦ Maximum Reactions (Ibs) Pg: NA Ct: NA CAT: NA PP Deflection in foe Udefl U# Loc R / U / Rw / Rh / RL / W Pf: NA Ce: NA VERT(LL): NA B 150 / 77 / 145 1- / 42 / 8.0 Lu: NA Cs: NA VERT(TL): NA D 11 110 / 18 / - / - / 1.5 Snow Duration: NA HORZ(LL): 0.000 D - C -14 128 125 / - / - / 1.5 HORZ(TL): 0.000 D - - Wind reactions based on MWFRS Code / Misc Criteria Creep Factor. 2.0 B Min Brg Width Req = 1.5 Bldg Code: FBC 2017 RES Max TC CSI: 0.163 D Min Brg Width Req = - TPI Std: 2014 Max BC CSI: 0.015 C Min Brg Width Req = - Rep Factors Used: Yes Max Web CSI: 0.000 Bearing B is a rigid surface. Bearing B requires a seat plate. FT/RT:20(0)/10(0) Mfg Specified Camber: Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. A-B 27 0 B-C 28 -19 No 047182 40 015A38 FF 5B 8S B0 BB 7F48 00 g9 2E 85 FB Sisk Itam'AsasDcnrekez.'trnadasa4ssalad Ely FAar.�ei taAttkta.:. P£(r'L. tta.G37tH2t ertt%ia CSS2 spawn atttnm tang a Siiini acsilattt�as�aia.. r�tad ct�acr�Sd�s da�tatma oat ceasa':uad zas%and zeaind xaad ttte.5�.si..zvlltentKa::se� cc�9a rsyst�,�erYf%ed.rac acsgadecereMk. . caylai_ 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 Componen[ Safety Information, bV TPI and'SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o1hermse,top chord shall have properly attached structural sheathing and bottom chord shall have a properly attachetl rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or B10, as applicable. Apply plates to each face of truss and position as shown above and on the Join Details, unless noted otherwise, hefer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildin�!�LComponents Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handlia shipping, installation and bracing of irusses.A seal on this drawing or cover page_ . listing this drawing indicates acceptance of pro essiona engineering responsibility solely for the design shown. The suitability, and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2. Fnr mnre information sac thic inh'c ne ml nntes nave and these —h sff— Al PIMP unxv alnineiha— TPI,—fninct — SRr.A, unuw shdndugf v— ICC• — i—fe nm t , 1 4 IJob Number: 136DCS120 Ply: 1 SEQN: 667982 / T25 / HIP_ 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 2 FROM: AH DRW. Truss Label: CJ7 Wgt 42.0 Ibs / ... 05/0312018 T .y / SEAT PLATE REQ. 6'3" 9110"1 6.3" 37" 7 �- - 1 5" -1 6'1"4 + 3'2" l 6"1v3 6'1 "4 9'3"4 9' 10 1 Loading Criteria (pso Wind Criteria Snow Criteria (Pg,Pf in PSF) DefI/CSI Criteria ♦ Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc Udefl U# Loc R / U / Rw / Rh / RL / W B 326 / 154 1- /- 1- / 10.6 TCDL: 7.00 Speed: 160 mph Pf. NA Ce: NA VERT(LL): 0.014 G 999 240 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.038 G 999 180 E 410 / 129 / - 10 / 0 / 1.5 BCDL: 10.00 Risk Category: 11 Snow Duration: NA HORZ(LL): 0.004 F - - D 168 / 132 1- /- /- / 1.5 Des Ld: 37.00 EXP: C HORZ(TL): 0.007 F - - Wind reactions based on MWFRS Code I Misc Criteria NCBCLL: 0.00 Mean Height: 15.00 ft Creep Factor. 2.0 B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0sf P Bldg Code: FBC 2017 RES Max TIC CSI: 0.316 E Min B Width Re q = - D Min Brg Width Req = Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.308 - Bearing B is a rigid surface. Spacing: 24.0 " C&C Dist a: 3.00 it Rep Factors Used: No Max Web CSI: 0.247 Bearing B requires a seat plate. Loc. from endwall: NA FT/RT:20(0)/10(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chord Lumber Top chord 2x4 SP #1 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Loading Hipjack supports 6-11-8 setback jacks with no webs. Wind Wind loads and reactions based on MWFRS. ■ 40 015A38 FF 5B 81130 BB 7FAS 00 99 2€ 85 FB mh=%�e ThUiteonmkCtxcnk�,�'rs3�pd raau walasrbyINialUXU, 8E(rL.iPr.ISA2t8?l anta7eEsta �itwwu a0mrn tr.#�g asNaa ¢nt`,caNeaucar9a. e'�tndcaitN%dire,^-'�*•�arsnnteaoti8edst�an�l saimd alAl'trcwsa za�ahancc,5�&cp�a m�.t6aa�dr3�dmzs�egectrorsSz cwas. s enom s. p. o p. A-B 9 -6 C-D 59 -74 B - C 295 - 638 Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- G 578 -259 F- E 0 0 G - F 570 - 262 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp_ G-C 181 0 C-F 314 -684. —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, b TPI anc�'SBCA) tot safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted olherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a propperly attached rigid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or t 10, as applicable. Apply plates to each face of truss and position as shown above and on the Join f Details, unless noted otherwise. j2efer to drawings 160A-Z for standard plate positions. Alpine, a division of ITW Buildingq Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance with ANSI PI 1, or for handling shipping, installation and bracing of trusses.A seal on this drawing or cover page_ listing this drawing indicates acceptance of professional engineering responsibility solely for the design shown. The suitability and use of this drawing for any structure is the responsibility of the Building. Designer per ANSIITPI 1 Sec.2. Fmr -- information see this ioh's nenami notes nave and these web sites: ALPINE: www.alr ineitw.com: TPI: www.toimt.om: SBCA www.sbcindustrv.com: ICC: www.!ccsafe.orq Job Number: 136DCS120 Ply: 1 SEQN: 667983 / T26 / HIP_ I 4EAB Aria "D" /DR Horton MEAB Aria "D" Qty: 1 FROM: AH DRW: Truss Label: CJ7A I Wgt: 42.0 Ibs .. / ... 05/0312018 67 911011 6'3" 3'7" SEAT PLATE REQ. Le 1 6'1"4 6'1"4 3'322 9-5 5" 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 [or, Udell U# Loc R 1 U / Rw / Rh / RL 1 W TCDL: 7.00 Speed: 160 mph Pf: NA Ce: NA VERT(LL): 0.013 G 999 240 B 303 / 204 / - /- /- 110.6 BOLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.038 G 999 180 E 353 / 165 /- / 0 / 0 / 1.5 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.004 F - - D 31 / 15 1- /- /- 11.5 Des Ld: 37.00 EXP: C HORZ L 0.007 F - R )= Wind reactions based on MWFRS NCBCLL: 10.00 Mean Height: 15.00 ft Code / Misc Criteria Creep Factor. 2.0 P B Min Brg Width Req = 1.5 Soffit: 2.00 TCDL: 4.2 psf BCDL: 5.0 Bldg Code: FBC 2017 RES Max TC CSI: 0.200 E Min Brg Width Req = - = Load Duration: 1.25 psf MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.301 D Min Brg Width Req - Bearing B a rigid Spacing: 24.0 " P 9 C&C Dist a: 3.00 ft Rep Factors Used: Yes Max Web CSI: 0.233 Bearing B requires a seat plate. r a sesurfat p Loc. from endwall: Any FT/RT:20(0)110(0) Mfg Specified Camber: GCpi: 0.18 Plate Type(s): Maximum Top Chord Forces Per Ply (Ibs) Wind Duration: 1.60 WAVE VIEW Ver: 17.02.02.1208.15 Chords Tens.Comp. Chords Tens. Comp. Lumber A-B 14 -11 C-D 51 -66 Top chord 2x4 SP #1 B - C 316 -590 Bot chord 2x4 SP #1 Webs 2x4 SP #3 Special Loads --(Lumber Dur.Fac =1.25 / Plate Dur.Fac =1.25) TC: From 0 plf at -1.41 to 55 plf at 0.00 TC: From 2 plf at 0.00 to 2 plf at 9.84 BC: From 0 plf at -1.41 to 4 plf at 0.00 BC: From 2 plf at 0.00 to 2 plf at 9.84 TC: -7 lb Conc. Load at 1.41 TC: 99 lb Conc. Load at 4.24 TC: 222 lb Conc. Load at 7.07 BC: 23 lb Conc. Load at 1.41 BC: 96 lb Conc. Load at 4.24 BC: 174 lb Conc. Load at 7.07 Wind Wind loads and reactions based on MWFRS. 40 015A38 FF 58 8180 88 7F48 00 99 2€ 85 FB T3dtlterahasbemehztt - z arcd'madMaledbyFummlWrttncx, nia. te.047MI m tha data siwans abaw tz,3ng assrAA sencsat;>;r,r�fc. as' gated tppiasedths3 d=T=A= easccru38rared shpWd=d=bd gad tiro=:rrm z a Ihm `t mti:=cade enarst bz verifbd on my clectmniz cm>:fas - Maximum Bot Chord Forces Per Ply (Ibs) Chords Tens.Comp. Chords Tens. Comp. B- G 550 -278 F- E 0 0 G - F 538 - 276 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. G - C 271 - 62 C - F 331 - 645 **WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! -IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS vire extreme care in fabricating, handlin shipping, installing and bracing. _ Refer to and follow the latest edition of BCSI (Building t Safety Information, by TPI and'SBCA) t0F safety practices prior to performing these functions. Installers shall provide temporary BCSI. Unless noted o�herwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly aaid ceiling Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or 610, le. Apply pfates to each face of truss and position as shown above and on the Joinf Details, unless noted otherwise. (2efer to 60A-Z for standard plate positions. a division of 'ivi I,or Torn acce tance any sVructur failure to build the g or cover page rn. The sui bility Gable Stud Reinforcement Detail ASCE 7-101 160 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Ori 140 mph Wind Speed, 15' Mean Height, Partlally Enclosed, Exposure C, Kzt = 1.00 Ort 140 mph Wind Speed, 45' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Ort 120 moh Wind Sneed. 15' Mean Heloht. Partially Enclosed. Exoosure B, Kzt = 1.00 S 2x4 Brace Gable Vertical pacing Species Grade No Braces (1) lx4 'L' Brace K (1) 2x4 'L' Brace K (2) 2x4 'L' Brace KK (1) 2x6 'L' Brace ■ (2) 2x6 'L• Brace K Group A Group B Group A Group B Group A Group B Group A Group B Group A Group B p #1 / #2 3' 10' 6' 7' 6' 10' 7' 9' 8' 1' 9' 3' 9' 7' 12, 2' 12' 8' 14' 0' 14' 0' S i F #3 3' 8' 5' 9' 6' 2' 7' 8' 7' 11' 9' 1' 9' 6' 12, 0' 12' 6' 14' 0' 14' 0' U H F Stud 3' 8' 5' 9' 6' V 7' 8' 7' 11' 9' 1' 9' 6' 12' 0' 12' 6' 14' 0' 14' 0' 5- n) Q Standard 3' e' 4' 11' S' 3' 6' 7' 7' V e' 11' 9' 6' 10' 4' 11' 1' 14' 0' 14' 0' #1 4' 0' 6' 8' 6' 11' 7' 10' 9' 4' 9' 8' 12' 4' 12, 9' 14' 0' 14' 0' _j S P #2 3' 10, 6' 7' 6' 10' 7' 9' 9' 3' 9' 7' 12' 2' 12' 8' 14' 0' 14' 0' #3 3' 9' 5' 3' 5' 7' 6' It' 9' 2' 9' 7' 10, Ill Ill 8' 14' 0' 14' 0' N r L Stud 3' 9' 5' 3' 5' 7' 6' 11' N6'71 9' 2' 9' 7' 10' 11' 11' 8' 14' 0' 14' 0' d Standard 3' 6' 4' 7' 4' 11' 6' 2' 8' 4' 8' 11' 9'e' 10' 4' 13' V 14' 0' U #1 / #2 4' 5' 7' 6' 7' 9' 8' 10' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0':p _ SPF #3 4' 2' 7' 1' 7'9'e' 9'10, 5' 10, 10, 13' 9' 140' 14' 0' 14' 0' U O H F Stud 4' 2' 7' V 7' 6' 8' 9' 9' 1' 10' 5' t0' 10, 13, 9' 14' 0' 14' 0' 14' 0' Standard 4' 2' 6' 1' 6' 5' 8' 1' 8' e' 10' 5' 10' 10, 12, 8' 13' 7' 14' 0' 14' 0' S P #1 4' 7' 7' 7' 7' il' 9' 0' 9' 4' 10, B' It, 1' 14' 0' 14' 0' 14' 0' 14' 0' #2 4' 5' 7' 6' 7' 9' 8' 10' 9' 3' 10' 7' 11' 0' 13' 11' 14' 0' 14' 0' 14' 0' 03 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, 11' 13' 4' 14' 0' 14' 0' 14, 0' 0) D F L Stud 4' 4' 6' 5' 6' 10' 8' 6' 9' 1' 10' 6' 10, it, 13' 4' 14' 0' 14' 0' 14' 0' Standard 4' 2' 5' 8' 6' 0' 7' 6' 8' 0' 10, 2' 10' 10, 1t, 10, 12' 7' 14' 0' 14' 0' #1 / #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' 10' 7' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' d U S P F u r #3 4' 7' 8' 2' 8' 5' 9' 8' 10, 0' it, 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 f I f Standard 4' 7' 7' 0' 7' 5' 9' 4' 10, 0' 11' 6' 12, 0' 14' 0' 14' 0' 14' 0' 14' 0' X #1. 5' V B' S. e' e' 9' 11' 10, 3' 11' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' d S P #2 4' 10' 8' 3' 8' 7' 9' 9' 10, 2' I1' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' #3 4' 9' 7' 4' 7' 30' 9' 8' 10, i' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' I D F L Stud 4' 9' 7' 4' 7' SO' 9' 8' 10, 1' 11' 7' 12' 0' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 7' 6' 6' 6' 11' 8' e' 9' 3' 11, 6' 12, 0' 13' 7' 14' 0' 14' 0' 14' 0' _yam About) able Truss Dingonal brace option, T vertical length may be I doubled when diagonal 18' i# brace Is used. Connect diagonal brace for 600# 'L' of each end, Max web Brace total length Is 14'. iIl#E 2x6 DF-L #2 or'l g45* better diagonal T'- I Vertical length shown braces single B, In table above. or doublecut 45' (as shown) at 1 upper end Connect dlagonaT at ' midpoint of vertical web. Refer to chart above for rl -WARNItM" READ AND FOLLOW ALL IDES -DR TMS DRAVDIGI w.WoRTANTww FIRCQSH THIS DRAWING TO ALL CONTRACTEM Dip.0 M THE DiSTALLML Trusses require extreme care h ng, fabricating, handU-shipping, installing and bradng. Refer;. to and FcUov the latest edition of BCST (Buldng Component Safety Information, y TPI wW SBCA) far'..safety practices prior to Performing these functions. installers shall provide temporary hrndng per bott BCSL Unless noted othervise, top chord shall hove properly attached stweturnl shw hing and n [hard a �� shall have a properly attached BHoldcst Sectio L43, 87ts shorn for pernnn. lateral restraint of aebg ce O shall have and position installed per above sectors the H7 or BIO, at appecobno Apply plates to such face of truss dm tpros 16D as shorn above And on the Joint DeWAs, unless noted otherwise. Refer to drnwegs 160A-Z for standard plate posltbns. -q AN 1TW COMPANY Npine, a division of ITv B„Ading Components Group LOG shall rot be resaansbe for any devtatlan from 'sp this drawing, any failure to build the truss In conformance with ANSI/TPI 1, or for handlhg, shipping, s b.tallatian n bradng of trusses. "my A seal on this draw#p sir cover page t6-ft this drowkig, rdlcates acmpta- of professional q engtrieertrp re 22yy solely for the deslgn shove The suitability and use of this drnriig 133191. 11ont Drive for any strut the reapatsAAlty of the BuRdig Deslgner per ANSI/TPI 1 Sec2 Earth City, M0 63045 For more hformatian see :, Job's general notes page and these web sites ALP(NEi n 4lpinelt-wi TPA vvw.Lpinst4rg) SBCA, vrs.sbchdustry.orgl IM vwvJcc F..o g Bracing Group Species and Grades - Group AI S ruce-Pine-Fir Hen -Fir #1 / #2 Standard #2 Stud #3 Stud #3 IStardardi Dou Ins Fir -Larch Southern Plnewww #3 #3 Stud Stud Standard Standard Group Bt Hem -Fir #1 Dou las Fir-Lorch Southern Plnewww #t #1 #2 #2 lx4 Braces shall be SRB (Stress -Rated Board). wwFor lx4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B 11 values may be used with these rades. Gable I runs 1JetaiL No'tesl Wind Load deflection criterion Is L/240. Provide uplift connections for 75 pif over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. Attach 'L' braces with 10d (0.128'x3.0' min) nits. ail For (1) 'L'. braces space naps at 2' o.o In IS' end zones and 4' sic. between zones. )K)KFor (2) 'L' braces, space nails at 3' o.c. In IS' end zones and 6' ac, between zones. 'L' bracing must be a minimum of 80'/, of web member length. Gable Vertical Plate Sizes Vertical Lennth No Splice + Refer to common truss deslgn for peak, splice, and heel plates. Refer to the Building Designer for conditions not addressed by this detall. REF ASCE7-10-GAB16015 DATE 10/01/14 DRWG A16015ENC101014 Less than 4' 0' 2X3 Greater than 4' 0', but less than 116' 3X4 Greater than 11 'I O 0R AX, TOT, LD, 60 PSF AX. SPACING 24.01 Gable Stud Reinforcement Detail ASCE 7-10i 160 mph Wind Speed, 30' Mean Height, Enclosed, Exposure C, Kzt = 1,00 Or' 140 MPH Wind Speed, 30' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 Orr 140 mph Wind Speed, 30' Mean Height, Enclosed, Exposure D, Kzt = 1.00 Orr 120 inch Wind Sneed. 30' Mean Helaht. PartlallV Enclosed. Exposure D. Kzt = 1.00 S Gable Vertical pacing Species Grade 2x4 Bracek316' (1) Ix4 'L' Brace x (1) 2x4 'L' Brace x (2) 2x4 'L' Brace xx (1) 2x6 'L' Brace x (2) 2x6 'L' Brace ■ Group A Group B Group A Group H Group A Group B Group A Group B Group A Group B r #1 / #2 6' 3' 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 12, 0' 13, 9' 14' 0' S P f #3 5' 5' 5' 9' 7' 2' 7' 7' 8' B' 9' 1' 11' 3' 11' It' 13' 7' 14, 0' 4 U LJ Stud 5' 4' 5' 8' 7' 2' 7' 7' 8' 8' 9' L' 11' 2' 11' It- 13' 7' 14' 0' O /� P Standard4' 7' 4' 11' 6' 2' 6' 7' 8' 4' B' 11' 9' 8' 10' 4' 13' V 14' 0' Q1 41 3' 10' 6' 4' 6' 7' 7' 6' 1 7' 9' 8' 11' 9' 3' 1 11' 9' 12' 2' 13, 11' 14' 0' #2 3' 8' 6' V 6' 6' 7' 5' 7' 8' 8' 9' 9' 2' 11' 7' 1 12' 0' t3' 9' 14' 0' ai P L #3 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' 8' 9' 9' 1' 10, 1' 10, to, 13' 8' 14' 0' Stud 3' 7' 4' 10' 5' 2' 6' 5' 6' 11' B' 9' 9' l' 10, 1' 10, 10' 13, 8' 14' 0' Standard 3' 3' 4' 3' 4' 7' 5' 8' 6' 1' 7' 9' 8' 3' 8' 11' 9' 7' 12' 2' 13' 0' U #1 / #2 4' 2' 7' 2' 7' 5' 8' 5' H' 9' 10, 1' 10' 6' 13, 3' 13, 9' 14' 0' 14' 0' _ S P F #3 4' G' 6' 7' 7' 5' 8' 4' 8' S. 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14' 0' U Stud 4' 0' 6' 7' 7' 0' 8' 4' e' e' 9' 11' 10' 4' 13, 1' 13' 7' 14' 0' 14, 0' O I H F Standard 4' 0' 5' 8' 6' 0' 7' 6' 8' 0' 9' ll' 10' 4' 11' t0• 12' 8' 14' 0' 14' 0' Q1 #1 4' 5' 7' 3' 7' 6' 8' 7' 8' 111 10, 2' 10' 7' 13' 5' 13' 11' 14' 0' 14' 0' \ S P #2 4' 2' 7' 2' 7' 5' 8' 5' 8' 9' to, 1' 10' 6' 13, 3' 13' 9' 14' 0' 14' 0' #3 4' V 5' It' 6' 4' 7' 11' 8' 5' 10, 0' 10, 5' 12' 5' 13' 3' 14' 0' 14' 0' Q1 D F L Stud 4' 1' 5' 11' 6' 4' 7' It' B' 5' to, o' to, 5' 12' 5' 13' 3' 14' 0' 14' 0' Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 5' to, 2' 11' 0' 11' 9' 14' 0' 14' 0' #1 / #2 4' 8' 7' 11' 8' 2• 9' 4' 1 9' 8' 10, 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' CS Lf U S P F LI #3 4' 5' 7' 7' 8' 1' 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' Stud 4' 5' 7' 7' 8' V 9' 2' 9' 6' 10, 11' 11' 5' 14' 0' 14' 0' 14' 0' 14' 0' O I� F Standard 4' 5' 6' 6' 6' 11' 8' 8' 9' 3' to, 11' 11' 5' 13' 7' 14' 0' 14' 0' 14' 0' X #1 4' 10' 8' o' e' 3' 9' 5' 9' 9' 11' 2' lt' 8' 14' 0' 14' 0' 14' 0' 14' 0' S P #2 4' 8' 7' 11' 8' 2' 9' 4' 9' e' ill 1' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' d #3 4' 6' 6' 10' 7' 3' 9' 1' 9' 7' 11' 0' 111 61 14' 0' 14' 0' 14' 0' 14, 0' D F L Stud 4' 6' 6' 10' 7' 3' 1 9' 7' 11' o' 11' 6' 14' 0' 14' 0' 14' 0' 14' 0' m- 1 Standard 4' 5' 6' 1' 1 6' 5' 8' 1' 8' 7' 10, 111 11' 5' 12' 8' 13' 7' 1 14' 0' 14' 0' Bracing Group Specles and Gradesi Group A, S ruce-Plne-Fir Hem -Fir X1 / #2 jStandar�dj 1 #2 1 Stud #3 1 Stud 1 1 #3 ISt.ndardl Dou las Fir -Larch Southern Pinexxx R3 113 Stud Stud Standard Standard Group B, Hem -Fir #t A. Btr It Dou las Fir -Larch Southern Pinevxr #t #1 #2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). xxFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards. Group B values may be used with these grades, Galole Truss Detail Notes, Wind Load deflection criterion Is L/240. Provide uplift connections for 135 plf over continuous bearing <5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. symm I Attach 'L' braces with IOd (0.128'x3.0' min) nalls. About) � 31( For (0 'L' bracer space Halls at 2' o,o able Truss In 18' end zones and 4' O.C. between zones. )K)kFer (2) 'L' braces, space nails at 3' o.c. Diagonal brace option In 18' end zones and 6' o.c. between zones. vertical length may be doubled when diagonal 18 'L' bracing must be a minimum of 80X of web brace Is used. Connect I L member length. diagonal brace for 690# I ` 'L' Gable Vertical Plate Sizes at each end. Max web Brace total length Is 14'. 3 NIM Vertical Lennth No Splice 2x6 DF-L X2 or Less than 4' 0' 2X4 better diagonal T Greatera than 4' 01, but 4X4 Vertical length shown � bracer single 8' less than 12' 0' In table above. 45' or double cut (as shown) at L * Refer to common truss design for upper end, peak, splice, and heel plates. ontlnuous Dearing Refer to the Building Designer, for conditions Connect diagonal at t011tsltt length, not addressed by this detail. midpoint of vertical web, Refer to chart above for max g&b'lte rt(Nay oVARNINMew READ AND FOLLOW ALL NOTES a THIS DRAVING1 —DX'ORTANTo FURNM TMS BRAVING TO ALL CONTRACTORS WCLUDM THE INSTALLERS �.` '-�.,, REF ASCE7-10-GAB16030 DATE 10/01/14 Trusses require extreme care In fabricating, handling, shipping. Instalung and bracing. Refer to and\��LNSF folloe the infest "Hon of SCSI CauAdhg Conponant Sofety InforroYbn, by TPI and SBCA) for safety `� ' i ' proctkes prior to pi-f—Irig these functions. Installers shott provide temporry bradng per BCSL U less noted otherwise, top chrd shall have properly attached st—t—i sheathbg and bottom chord NO DRWG A16030ENC101014 shalt i,4ve properly attached rigid ceiling. Locatlons shoes far pernan•nt lateral restraint of webs have bracing Instoged SCSI sections H3, R7 or ate, as oppit-bi.. Apply plates to each face shod per of trUGG and p Itlon as Shawn above and an the Joint Det.Ks, unlless noted otherwise. Refer to drawlrrgs 16DA-Z far standard piste posttlons. _ ✓ = AN ITWCOMPANY Alpine, a division of ITV Building Components Group Inc shalt not be responsible far any deviation from this drawing, any fa4ure to build the truss In c-frnance with ANSI/TPI 1, or For h-dting. stopping. ATE OF + � t� /�, MAX. TOT. LD. 60 PSF nstollotlon i b—Ing f trusses. A seal an this dr-Ing r cover page listing this drawing, ndcates acceptance of professbrml Pr the deskln The and use of tYds tlrowing p i Al Q `' w'VY` ��,(m . T�` : � 1336e Lakefront Drive e 91neer sg,4lty solely shorn suitobRlty farany hi the resporn�ltlty of a Buuft Designer per ANSL/TPI l Sec2. these sites, ,o ¢¢¢¢ Earth City, MO 63045 Fr more Informat,on see this Job's general notes page and web SBCAi ILO eewl-saf—M lLJ�� tR?.sL stf/ 1 MAX, SPACING 24,0' ALPINEi wn.alpneltwxc ) TPli www3phstorgl wwwsbcndustryargl Galole Detail For Let -in Verticals If web has a scab brace, then webs over, 48' from Joint to Joint need to be braced with 'L' or 'T' braces. Brace is 90% of Member length. No 'L' or 'T' brace required In lieu of scab brace Gable vertical length greater than 48' 'L' or, 'T' brace required 'T' Reinforcing Member Gable Truss Gable vertical length greater than 48' 'L' Dr 'T' brace required Gable Truss Plate Sloes Refer to appropriate Alpine gable detail for minimum plate sizes for vertical studs. (E)Refer to Engineered truss design for peak, splice, web, and heel plates. ®If gable vertical ptates overlap, use a single plate that covers the total area of the overlapped plates to span the web. Exnmpleh PX4 2X4 2X8 Provide connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nnitsi 10d Common C0.148'x 3,' min) Nails at 4' o,c. plus (4) malls In the top and bottom chords. Toenalted Nailsh 10d Common (0.148101,m1n) Toenails at 4' o.c, plus (4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind Load. ASCE 7-05 Gable Detall Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 Gable Detall Drawings A11515ENCI01014, A12015ENC101014, A14015ENC101014, A16015ENC101014, A18015ENC101014, A20015ENC101014, A20015END101014, A20015PED101014, A11530ENC101014, A12030ENC101014, A14030ENC101014, A16030ENC101014, A18030ENC101014, A20030ENC101014, A20030END101014, A20030PED101014 See appropriate Alpine gable detail for maximum unrelnforced gable vertical length, 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member Toe-nall - Or - End -nail To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord, 'T' reinforcing member material must match size, specie, and grade of. the 'L' reinforcing member. eb Length Increase w/ 'T' Brace Exampleh ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP S3 'T' Reinforcing Member Size = 2x4 'T' Brace Increase (From Above) = 30% = 1.30 (W 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length L30 x 8' 7' = 11' 2' 'T' Relnf. Mbr. Size 'T' Increase 2x4 30 2x6 20 6jj'� V Q IIJI�\\IJI I��O^ n AN TTIN COMPANY 13389 LakeW Drive Ead City, MO 63045 saVARliD�e READ AND FOLLOW ALL NOTES ON THIS I)PAWDIM 611W RTANT" RXMSH TICS wiwiki TO ALL cownuicim VELUUM UK INSTAtJMM Trusses requFe extreme core ti Pobrtottq, hondllrq shlpp4p, bstnlUrq and brncha. Rater to and`�,il::?lfp�o.,, the latest edition of S= (BuRding Component Safety Woroathn, by TPI and SBW for safety praetlees prior to parfornklg these functions. Installers shell provWle ra"rt brad p per Bcsl ess noted otherwise, tap chord shalt hove property attached structuwl wino g ontl bottom chord shall have a property attached r c locations shown for permanent lateral restraint of webs shall have bracing hstaUod per BCSI seelfons 83, 87 or BIO, as aoWlcable. Appt ptntes to each face of truss and position as shown above and an the Joint Detalls, unless toted'or Refer to drawe,pa 160A-Z for standard plate positions. Alpine, o dvlsbn of ITV Buuiw Canponerrts Group Lo. shntl mt be reapanstble for on_y devws�tfron this un g any fo"ire to bold the truss In conformance etlh ANSI/TPI 1• or Per ha"alma hstaltotbn tr bracYp of trusses, A eeol m this dro.t+p or oowr pape lhthp Mis �nHnp, tnacates acaptnna of proPessiaml ppYrerYq AtLf solely far the shorn. The sultoblN:y and uu oP 4is drowYp for orhy $tructv�b the respor�Rlly of the lnidln9 Dealqur Pa' MISI/ipi 1 Sec2. For ware Information see this ,pb's petrol notes ppaage and these ww sites AMNFi www.alptlelticamhl TPG www.tpinstagl SBC& www,sbc"'Wustryoral M1: esdccsafeora ,,. �a=` ti'+ ',� a�a "s ' , ys = (aa kmnc2 % =*: - x�l �" ( a pgya lzRq f tiZ a,,ry�Ali6is�' naahsaussannamesas*a .e...... "'"�""",y' <..—.V.m.�.�.........�-� a- MAX. TOT. LD. 60 PSF REF LET -IN VERT DATE 10/Oi/14 DRWG GBLLETIN1014 OUR, FAC, ANY MAX, SPACING 24.0' 2: X Hip frame stops at plumb cut of jacks to maintain pitch continuity, Hip frame lumber Is SPF, So, Pine, HF, or DFL Standard, Stud grade, or better. Hip Frame Details See Engineer's sealed design for setback, lumber, plating, loading, and duration factor required, I'R' Hip frame chords may be trimmed up to 2' to fit, purlins must be intact and properly attached, Hip Frame Stepped Hip System Trusses Pitched and Sheathed Chord Area Hip Framew B Bottom Chord o- Attach hip frame to flat chords of stepped hips at all overlapping points with (2) 0.131'x3.5' nails Bottom chord of hip frame to be attached to #1 hip with 0,131'x3,5' nails @ 6' o,c. maximum spacing, �— Setback Stepped Hip System Trusses Use this detail ASCE 7-10, 180 for, mph, 30' Mean Hgt, Partially Enclosed, Exp C, or Hip Frame -provided by truss manufacturer, ASCE 7-10, 160 mph, 30' Mean Hgt, Partially Enclosed, Exp D, or Hip frame is designed to provide bracing for flat top ASCE 7-05, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, or chords of hip frame system where indicated. Flat top ASCE 7-02, 140 mph, 30' Mean Hgt, Partially Enclosed, Cat II, Exp C, chords of stepped hip system must be So, Pine lumber. Residential, Wind TC DL=4,2 psf, Kzt=1,00 Structura4 anels must be properly attached directly To hi`;,%% � iyuir"lins, ..vARllwm.. RF,1D AM FDLLOV ALL NUTM M TM MAVBtCd ..nIPUITAHr.. FIRU M TWS WAVM TG ALL COMACTIM MOM THE DMALLM Trusses require ¢.Mane care In fobrkmting, handling, sFlpphg. Installing and tracing, Refer to andcs� e, GEpu �� - REF HIP FRAME DATE 10/Ol/14 follow the latest ¢moon of BCSI CBulding Conpon¢nt Safety Inforwtlon, by TP[ and SBflJ for safety practices priorto performing these functions. installers sWt provale temporaryy brodng p¢r BCSI.- LWess noted therwise, top chord shaU have property attached structurd sheathing and bottom chord shaU have o properly ottnchetl rlIpottl ceLLing. Locations shown for Permanent lateral r troht of webs. z Na ]`� yF � _ DRWG HIPFR1801014 d O J or DBla,et as npppl1lc no APPLY pintas to each Fncs chnll have bradng InstnUetl par BCSI sections the aF Muss and Position .s shown obav¢ and an the Joint Detals, urAess rated athenLse. Refer to drawings 160A-Z for stendnrtl E OF — aritiWQOMPANY plate posltlona. Alp6,¢, division of ITV Building Compom¢nts Group Ina shall rat be esponsatte for ony devintlon from this ornwing, a y fa8ure to bAd the truss In conformance with ANSI/TPI 1, or for harmNbg, shPPIn9. 5 , "'tallntlon L brnch of trusses. A seal on IN. dro.Lp or cover Pope Usting this drawing, Indicates acceptance of professional re iyyh solely for ita de sla.n The sultobep( and use of this dra.Fe for any livarsPo I Seca aQ.nernt�noes UI..... 13339 Lakefront Ddve Earth City, M063045 t. �na� seet Job's pogo and theLITPI sites ALPINE—1phalt..com) TPB .ww.tphstorg) SBCA, nw.abchdustryory ICO—kcsofe.org tj1`th4 1/111lUlttt Valley Detail - ASCE 7-10: 160 mph, 30' Mean Height, Enclosed, Exp. C, Kzt=1,00 Top Chord 2x4 SP #2N, SPF #1/#2, ➢F-L #2 or better, Bot Chord 2x4 SP #2N or SPF #1/#2 or better. Webs 2x4 SP #3, SPF #1/#2, DF-L #2 or better, xx Attach each valley to every supporting truss with, (2) 16d box (0,135' x 3.5') nails toe -nailed for ASCE 7-10 160 mph, 30' Mean Height, Enclosed Building, Exp, C, Wind TC DL=5 psf, Kzt = 1.00 Or ASCE 7-10 140 mph. 30' Mean Height, Enclosed Building, Exp. D, Wind TC DL=5 psf, Kzt = 1.00 Bottom chord may be square or pitched cut as shown. Valleys short enough to be cut as solid triangular members from a single 2x6, or larger as required, shall be permitted in lieu of fabricating from separate 2x4 members, All plates `shown are ITW BCG Wave Plates, ��X4 3X4 12 Max, 2X4 �-- 8-0-0 max --� 4X4 12 12 Max. I- 1X3 1X3 (Max Spacing) 1X3 5X4/SPL 20-0-0 (++) Supporting trusses at 24' o.c, maximum spacing, Unless specified otherwise on engineer's sealed design, for vertical valley webs taller than 7-9' apply 2x4 'T' reinforcement, 807 length of web, same species and grade or better, attached with 10d box (0,128' x 3.0') nails at 6' o.c, In lieu of 'T' reinforcement, 2x4 Continuous Lateral Restraint applied at mid -length of web is permitted with diagonal bracing as shown in DRWG BRCLBANC1014. Top chord of truss beneath valley set must be braced with+ properly attached, rated sheathing applied prior to valley truss installation, Or Purlins at 24' o.c, or as otherwise specified an engineer's sealed design Or By valley trusses used in lieu of put -Lin spacing as specified on Engineer's sealed design. xxx Note that the purlin spacing for bracing the top chord of the truss beneath the valley is measured along the slope of the top chord, ++ Larger spans may be built as long as the vertical height does not exceed 14'-0'. Valle Spacing Pitched Cut Bottom Chord Valley t Le -naked 2X4 Square Cut Bottom Chord Vall 2X4 4X4 Stubbed Valley Optional Hip End Detail Joint Detail euvARHBuses READ AND fUL1.DV ALL 1itTES ON Tig2 m'"`aw° ` ,`'%�j ,L 1viAo f,`,.TC LL 30 30 40 PSF REF VALLEY DETAIL -TWORTANTaw FURNISH THIS DRAVWS TO ALL CaNTRACTW4 INCLUDING 171E BLSTALLERS. Trusses —Ore extrene care In fabricating, handtiO, shIpphli, hstalUng and bradng, Refer to and `�� G�.£tl s ` �� 'C DL 20 15 7 PSF DATE 10/Ol/2014 follow the latest edition of BCSI CBu11, Conponant Safety Inforna1, by TPI and 1111 for safety practices prior to perforNnp these fwhetiorm Installers shall provde tenpornry brodrtp per BCSL 'y� We— noted otherwLse, top chard shall hove property attached atruct,rd henthMp and bottom ward � - ${� DL 10 10 10 PSF DRWG VAL160101014 shall have a property attached Ngld celang. Location shown far permanent lateral restraint of webs � l= _ dshall have bradiii kwiatted per SCSI sections B3, B7 BIG, as nppUcable. Apply plates to each Pots B LL 0 0 0 PSF �� of truss and position as shorn nbovv and on the blot Details, unlrss noted athfMse. Refer to drawings ISDA-Z for to Ward plate poddons. _ Alpine, .melon of ITV Bull Conpon.ntc wauupp 1- shag not b. respa„slbl. for any devlati.. from - -�.�TF �F TI3T, LD, 60 55 57PSF /1N ITWaaMPANY this draw4p, any faRure to build the truss In confornonce rith ANSI/TPI 1, or for hanmvnp, shlpphg, Installation L bre,dng of trusses. fie, A sent on this drodng or cover page UstbM this d—Eng, Mcates uccepta—, of professional an ertp t�1y�e°u+y for the desg sh°e. The sun°boq a^d use av this ar°.ng o 4 ('r� UR.FAC,1.Z5/1.331.15 1,15 1J389 Laketmnl Drive For anYr cier,cMs e� s� "_ _ rvspar�bPFtY of the DLLdng Des,pner per ANTI/TPi ! See2 r�,,;�,'�.' y For pore infornatlon see this Job's general notes page and these web sites i `,,r(It h(,ji`y, SPACING 24,0' EaM City, ALPINE, wnotpinelt--i TPI. nw.tpeistorg, SBCA, we.sbdndustry.org) ICO wsw.kcsaPe.ore 'r, L .rld,.0 Gia . �� _ fft Piggyback Detail - ASCE 7-101 160 mph, 30' Mean Height, Enc(osed, Exposure C, Kzt=1,00 160 mph Wind, 30.00 ft Mean Hgt, ASCE 7-10, Enclosed Bldg located anywhere In roof, Exp C, Wind ➢L= 5.0 ppsf (min), Kzt=1.0. Or 140 mph wind, 30.00 ft Mean Mgt, ASCE 7-10, Enclosed Bldg, located anywhere In roof, Exp D, wind DL= 5.0 psf (min), Kzt=1.0, Notei Top chords of trusses supporting, piggyback cap trusses must be adequately braced by sheathing or purllns. 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. rx Detail A Purlin 12 Up to 12 4' 2' 2' for Spacing = 24' o.c, or less 24' c.c, max i—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 (0.13510,51) and secure top chord with 2x4 #3 grade scab (1 side only at each end) attached with 2 rows of 10d box malls <0,128'x3') at 4' ox, 12 Attach purlin bracing to the flat top chord using a minimum of (2) 16d box nails (0,135'0.5'), Up to 12 V I I I I \\ 4' P ng 24'l o.cn max Full . Top Chord Scab (Typical Each End> Chord Flat top chord purlins required at I t) 24' 4' Depth both ends, purl n spacing o.c, — Note- If purlins or sheathing are not specified on the flat top of the base truss, purtlns must be Installed at 24' o,c. max, and use Detail A. )a}jpiiljjjJj WARNDGW READ AHD MJ-0V ALL NGTES lH THIS ➢RAVOICJ wwl!<POUANTFUMSH THIS DRAVV4 M ALL CONTRACMRS RiC UDING THE INSTALLERS Trusses require extreme care In fabricating, handling, shipping, Installing and bracing Refer to and Follow the latest edtbn of BCSI ai jdtnp Component Safety InfornaVan, by TPI and SBCA) for safety practic¢s prior to performing these functions. Installers shall provide temporwy �bratlng per BCSI. Unlessnoted otherwise, top chord shall Maya attached structural sheathnng and botton chord .� g ♦ N V properly shall hove a properly attached r4gid cefing. Locations shorn For pernanent Lateral restraint of rebs r� III IL•=1_-, J or 11 Ot as unte..applicobte.no Apply Plates to each face shall have brewing Instalt¢d per Bb. sections an the of truss and ppoo. horn abo ¢ on the ,blast Detaec, unless noted otherwise. AN rtWCOMPANY 16G -Z Refer to droringc I60A-Z for standortl plate positions. plate Alpinu, a tllvlslon of ITV Hu4NNnnog Conponentc Grouupp Inc, shall not be responsible for anyy devlatlon from for '+'(j ATE d this drawing, any falture to bLAdthe truss In conFcrnance with ANSI/TPI 1, or hondgrte, shppng, nnstallatbn L bracing of trusses. p A seal on time drawing or cover pate Usting this drawing, Makatea, acceptance of profesdorml urreeslypTDhee of this drawing efrogr anaeneyrtragdr•UeCsSpUo•neslibsAlttyin stighne sB)nwdti4g WpeltrtyNadI/IPI p N 0 esdgsumlrtn ofrnosrAttlthye odfe 1 S¢cE gAa E.rth ity,M nl Orive Earth Ciry,M063045 For more hforhation see this job's general notes page and these web sites, ALPINFi w.ralolneit—i TPD vee.to4xkorm SBCM wwesbchductry4eal 1CC, wewlccsafe.ore at Piggyback cap truss slant nailed to all top chord purlin bracing with (2) 16d box nails (0.135'05') and secure top chord with 2x4 43 grade scab (1 side only at each end) attached with 2 rows of IOd 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 scob may be replaced with either of the Following, (1) 3X8 Trulox plate attached with (8) 0,120'x1.375' nails, (4) Into cap TC & (4) Into base truss TC or <1) 26PB wave piggyback plate plated to the piggyback truss TC and attached to the base truss TC with (4) 0.120'xl,375' nails. Note, Nulling thru holes of wave plate Is acceptable. x In addition, provide connection with one of the following methods) Trulox Use 3X8 Trulox plates for 2x4 chord member, and 3XIO Trulox plates for 2x6 and larger chord members. Attach to each face @ 8' o.c. with (4) 0.120'xl.375' nails Into cap bottom chord and (4) In base truss top chord, Trulox plates may be staggered 4' o.c. front to back faces. APA Rated Gusset 8'x8'x7/16' (min) APA rated sheathingg g9ussets Ceach face). Attach @ 8' o.c, with (8) 6d common (0.113'x2') nails per gusset, (4) In cap bottom chord and (4) In base truss top chord. Gussets may be staggered 4' o,c, front to back faces, 2x4 Vertical Scabs 2x4 SPF 112, full chord depth scabs (each face). Attach @ 8' o.c. with (6) 10d box nails (0.12B'x3') Per scab, (3) In cap bottom chord and (3) In base truss top chord, Scabs may be staggered 4' o.c. front to back faces. 28PB Wave Piggyback Plate One 28PB wave plggyback plate to each face @ 8' ox. Attach {eeth to piggtyback at time of fnbricatlon. Attach to supporting truss with (4) 0.120'xl.375' nails per face per ply, Plggyback plates may be staggered 4' o.c. front to back faces. SPACING 24,0' REF PIGGYBACK DATE 10/01/14 DRWG PB160101014 �JNI�HdS �!�l j�iJ ,.,n{�� { y4, WIVa wd'edead](aaa 03I twa,(.}snPADgsaas NHS rwdxswd;'u qdl ruoda}tawdtPsu 13MJIV l� ,wits q.z asata p.v afd "e .. tw-5 s•gof sMi ... uopsu.odtq woo oo! 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This design Is valid only for single ply trusses with 2x4 or 2x6 broken members. No more than one break per chord panel and no more than two breaks per truss are allowed. Contact the truss manufacturer for any repairs that do not comply with this detail. (B) = Damaged area, 12' max length of damaged section (L) = Minimum nailing distance on each side of damaged area (B) (S) = Two 2x4 or two 2x6 side members, same size, grade, and specles as damaged member. Apply one scab per face. Minimum side member length(s) = (2)(L) + (B) Scab member length (S) must be within the broken panel, Nall Into 2x4 members using two (2) rows at 4' o,c„ rows staggered. Nail Into 2x6 members using three (3) rows at 4' o.c„ rows staggered. Nail using 10d box or gun nails (0.128'x3', min) Into each side member. The maximum permitted lumber grade for use with this detail is limited to Visual grade #1 and MSR grade 1650f, This repair detail may be used for broken connector plate at mid -panel splices. This repair detail may not be used for damaged chord or web sections occurring within the connector plate area. Broken chord may not support any tie -In loads. S L L 4' o c Typical ~ + O + O + O + O O + O + O + O + —1 2' [-- Stagger + = Back Face 10d Box (0,128' x 3', min) Nailsi O = Front Face 2x4 Member - Double Row Staggered 2x6 Member - Triple Row Staggered Duration of Load Maximum Member Axial Force Member Size L SPF-C HF DF-L SYP Web Only 2x4 12' 620# 635# 730# 800# Web Only 2x4 18' 975# 1055# 1295# 1415# Web or Chord 2x4 P 4 975# 1055# 1495# 17454 Web or Chord 2x6 1465# 1585# 2245# 2620# Web or Chord 2x4 30'. 1910# 1960# 2315# 2555# Web or Chord 2x6 2230# 2365# 3125# 3575# Web or Chord 2x4 36a 2470# 2530# 2930# 3210# Web or Chord 2x6 3535# 3635# 4295# 4745# Web or Chord 2x4 4 2975# 3045# 3505# 3835# Web or Chord 2x6 4395# 4500# 5225# 5725# Web or Chord 2x4 48' 3460# 3540# 4070# 4445# Web or Chord 2x6 5165# 5280# 6095# 6660# s L Wninun H L Distance Hlnlnum L Distance H L L Nail Spacing Detail i� "`'��, L �,`�� —VARNINGI■9 READ AND FDLLDV ALL NOTES ON THIS DRAWING nD(PORTANTbu nIHT1SH THIS BRAVING M ALL CONTRACTORS INCLUDING THE ISTALLER& �NJ REF MEMBER REPAIR DATE 10/01/14 Trusses require extreme re in fabrica", handling, shipping, MstalUng and bracing. Refer to and �\ NR�` y� rl ISO f� fellow the latest edition of BCSI (Bulmng Component Safety Tnfornntion, by TPI and SBCA) for safety pr cues prior to perf—Ing these functons. Installers hall provide temporary braGn9 per BCSL Unless noted otherNse, top chord shall have properly attatl+ed structural sfhenthing ArW botion at,or shall have a properly attnchwd rl d oiling. Locotlons shorn for pernnnant late-1 restraint of webs ofnt have Inst" or s Apply plate.. to each face No. .". DRWG REPCHRD1014 d IIIILLIIIIL��111'LL)ImrL---J•••"'' of truss ob' position as shown above and on the Joint DeW0.s, uMess noted othwrates and pos s own above and an the J Details, unless Refer to drawings 16OA-Z for a (_ Ill�r�--m AN 11YN COMPANY standard plate positbns. Alpine, a dvlsion of ITV Building Components Group Inc. shall not be responslhle for any deviation fran this drawing, any failure to build the truss in conformance with ANSI/TPI 1, or for handling, shipping, OF $'��t hstnilation L bracing of trusses. A seal on this drawl g or cover page Ustbg this drawing, Indcntes acceptance of professional engW rig responsibility solely for the design shown The suitability And use of this drawing For awry structure Is the responsmlgty of the Mclig Designer per ANSUTPI 1 Sec.& f tl �1 4��'''� SPACING 24.0' MAXI 13389 Lako',ronl Drive Earth City. M06304G ALPINE,ror t..ate4wltnconloTPlewwr s Job•.. general mate.. page and ,�,';u•..w;u ufear p tptnctargl SBCA, wws.sbclndustr g rU�A�.t ��p�`` ti STANDARD BOTTOM CHORD FALSE FRAME DETAILS 4' 0' GC MAX. LENGTH TO TRIM 1ILLER r EXISTING FILLER 1 - 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), WLATERAL BRACING IS NORMALLY REQUIRED ON THE STRUCTURAL BOTTOM CHORD OF THE ORIGINAL TRUSS. SINCE MANY FACTORS AFFECT THE NUMBER OF REQUIRED BRACES, SUCH AS LUMBER SIZE AND GRADE, WIND LOADS, BEARING LOCATIONS, ETC. IT IS NOT POSSIBLE TO DEVELOP A STANDARD FOR BRACING EXCEPT TO SAY THAT IN NO CASE MAY THE BRACING EXCEED 10'-0' 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' D.C. IF THERE IS NO SHEATHING MATERIAL APPLIED DIRECTLY TO THE FALSE FRAME CHORD. BRACING MATERIALS AND THEIR CONNECTIONS ARE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER THIS ➢ETAIL APPLIES TO ANY PITCH, ANY SPAN, ANY TOP CHORD LOADING AND ANY TRUSS WEB CONFIGURATION FOR 24' ❑,C. MAX. SPACING AND 1OPSF MAX, CEILING LOAD., WITH THE EXCEPTIONS mnTP'n ON THIS SHEET f USE THIS DETAIL FOR, ICTURAL BEARINGS UNDER THE FALSE FRAME (NOT PARTITION RIOR BEARINGS AT ANY LOCATION ON THE TRUSS. )S IN EXCESS OF 10PSF CONNECTED TO THE FALSE FRAME, 3 LOADS CONNECTED TO THE FALSE FRAME. CHORD APPLIED FALSE FRAMES, 3ER GRADES LESS THAN SPECIFIED ON THIS DETAIL, TICALS SPACED APART MORE THAN PANEL POINTS (IF)4'-0'). 3E 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 CONDITIONS. BRACING REQUIREMENTS MAY CHANGE BASED ON THE NEW FRAME LOCATIONS AFTER MODIFICATION, ( SHOP APPLIED - USE AN ALPINE WAVE 20 GAUGE 3x4 MIN, PLATE AT HEEL CONNECTION. USE ALPINE WAVE 20 GAUGE 2x4 MIN. PLATES AT EACH END OF EACH VERTICAL WEB, ALL PLATES ARE REQUIRED ON BOTH FACES OF EACH JOINT, - IF NEEDED, A 2x4 FALSE FRAME BOTTOM CHORD MAY BE SPLICED WITH AN ALPINE WAVE 3x4 MIN, PLATE AT ANY CONVENIENT LOCATION, OR AN ALPINE WAVE 5x5 MIN, PLATE AT ANY VERTICAL (JOINT SPLICE), FIELD APPLIED - PLACE FALSE FRAME CHORD IN -PLANE WITH THE TRUSS. - CUT VERTICALS TO LAP BOTH THE STRUCTURAL CHORD AND THE FALSE FRAME CHORD, TO BE PLACED AT EACH END IN ADDITION TO ABOVE REQ. - J❑IN VERTICALS TO ALTERNATING FACES OF THE TRUSS WITH (3) 10d BOX (0.128'x3') NAILS AT EACH END OF EACH VERTICAL, (12' MIN. VERTICAL BLE - MAY USE A 12' LONG 7/16' PLYWOOD (OR ❑SB) GUSSET TO EACH FACE AND 8d NAILS (0.113x2.5') 2 3' D.C. AT THE FALSE FRAME HEEL JOINT IF DESIRED, - VERTICALS MAY BE JOINED BY (2) 3x6 TRULOX PLATES WITH (4) 11 GAUGE (0,120') x1,375' NAILS INTO EACH MEMBER 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 JOINT, ATTACHED WITH (6) 10d BOX <0.128'x3') NAILS ON EACH SIDE OF THE SPLICE JOINT CONE FACE ONLY). oVA;M,' of READ Arm FM.LGV ALL MMS ON TIM MAVMM ` �� -J�4.• rTrTy;''�,yd REF BC FILLER on�tTAt r MAMS11 TIM MAV➢tfi Tin ALL CRITRAC=S RXIMEI1N6 TW INSTALLERS, Trussas require trene care In fabricating, handtIng, shipping, nstatUng and bracing. Refer to and tom\ �fU �p"e DATE 10/01/14 Fallon the latest el of BCSI (H1, Camp¢nent Safety Tnforn 1, y 11 1 11 for safety proct-. prior to prrfornng these functlons. Installers at" provide temporwy bracing par HCSL unless nrotee otherwise, top chord shatt have property attached structural he¢tMg diner batter. char DRWG REPBCFIL1014 Q �� shall have ¢ properly attadud rlIppld ceAln9. %otl— sham Par permoneM l¢terol restraint of webs N - = shall have bracing nstaUed per eL`SI secilans 83, H7 or Hls, as ¢ppllc¢ble. Apply plates to each face Ng of truss ¢M position ins shoe above and an the .bat Detntc, unless 'e. A otherwise. Refer to drawings 16OA-Z for standard plate positions. Alp= a dvislon of ITV HuUT Components bra Inc shnu not be respansble For mydevLtbn fr.; �tTWCOMPANY Q thk drowng, any Fail— to bNld the truss In with 1, or Par ha dU g, shipping, oo S A E F Installation L bracing of trusses. A seal on this d ..I g or cover page Usurp this dr..Lg,:'. a es ¢cceptence of professlonol �i� 7 ®� W �` tb,usdety for ere derJgn shown. The su,tabelty ¢rd user of th s drarhg Q� C7 R 1 �y�/ c for any hi responsWtty of tho SLAdirg Hedge r per ANSI/TPI I SecP_ E.,Ih Lakefront Odve For more Information sae this ronote b's enel s pope ¢M these web sites - Earth City, M063045 ALPINEr rww.nipneftw.con, TPD wrrtpinvt.—m SHCA. rrv.cbcndustryorgl ICO—kcsafearg SCAB 2X4 OVERHANG DETAIL ASCE 7-05 120 mph wind, CAT II, EXP C, 30.00 ft mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1.00, ASCE 7-10 160 mph wind, EXP C, Or 140 mph wind, EXP D, 30.00 ft Mean hgt, located anywhere in roof, wind TC DL=4,2 psf, wind BC DL=6.0 psf, Kzt = 1,00. Minimum 2X4 scab, same grade and species as top chord designated on Engineer's sealed design and three times the overhang length. Attach overhang scab to one face of top chord with 10d box (0,128'x3,0°, min) nails at 8' o,c, plus clusters of four nails where shown In figure below 00, NOTE: #2 is the minimum lumber grade allowed for all species. NOTE; Add 210# uplift (max,) to reported truss uplift for wall connections. WARM a.. READ AND fm.LOV ALL NDTES M4 T)MS D MWM rrDMTANTo F1ICDSN THIS DRAVM TO ALL C@IIRAL'iLII2S DIMUDW TIC MSTAUMM �P J`G" 'r' /%/L'''. `� TOTAL TOP CHORD REF 2X4 SCAB ❑.H, DATE 10/01/14 Trusses require extreme core In PobrknUrq, handling, shipping, Instmift and broth,. Refer to and Fdtoe the Intent ed"I of 111 ®uatling Component Safety Information, by TPI and SBCA) for safely `glr �rtN F % v �.+ LOAD NOT TO EXCEED 40 PSF proctices prior to -F. [no these functlons, Installers shall provide tenpor-y �brndng p¢r SCSL ua .. noted atmer.me, tap c o d shoo have properly attached atructurnt :heatmwg and Batton chord _ No/ (DEAD PLUS LIVE? DRWG ❑HSCB2X41014 shall have a property ottnehed NgN c.11hg. Locations shorn far permanent lateral restraint of webs as Apply plates to each face shad have brnclnp Installed per SCSI sections th or, BID _ Q �U unions of trues and po4tWn oe shorn above and on the Jo9)t D¢tnss, uNess noted otherwise. J Refer to drnrings 160A-Z for standard plate positions, BuRdnp Conpanents Group Inc not be responsible fm any deviation from CJ A'l'� C.1F Q AN fTWCOMPANY Alpine, o r9vlsion of ITV shall this tlrovbhp, any FnOure to bJld the truss In confongnce wFtm M1NSVTPI 1, ar for harMUng, shipp4+g, iQ �� hatollotbn L broth, of truss¢s A seW on tNs drarhg or cover page llstirp this drnrlrp, trrDentes acceptance of professiornl re y solely for the d¢slgn shown The s.rtabNry and use of tmi. dro.hg s (� �4 0 F1 v &°v ,� `, �3,tit DUR, FAC. 1,15/1.25 for onY s tlha respansbllky of the 96dhg Deslgrer per ANSI/IPI 1 See2. `` \tea �\ SPACING 24' 13389 Lakefront Drive EaAh City.M0630a5 For nor¢ information see this Job's general notes PnD¢ and these web sites ALPINE. www,nlpineltv.conl TPI. wrw.tphat.orgl SSCA. rw.shclnductrya I ICO nrlccsaf¢aV I�, ``,. bd tt j 12 (2) 16d TOE NAILS 1 INARiES OPTIONAL SCISSORS BOTTOM CORD I 1� (2) 16d TOE NAILS 8-0-0�MAX.SPAN ' TYPICAL END JACK (EJ) i N.T.S. I 12 I VARIES (231' I /---(4) 16d NAILS i_ See Connection Detail OPTIONAL WEB CONFIGURATION (4) 16d NAILS See Connection Detail TYPICAL CORNER JACK (CJ) i N.T.S. i i I i TYPICAL CORNEh SET INSTALLATION TYPICAL LOADING (P.S.F.) TILE: SHINGLES: TOP LIVE LOAD:! 20 20 TOP DEAD LOAD! 15 7 BOTTOM DEAD LOAD: 10 10 TOTAL-* 1 45 37 STRESS ZINC. 1.25 1.25 WIND DESIGN: MM. .160 MPH PER ASCE 7-10 MM. 24" O.C. "WARNING" Read & Fdilow all notes on this drawing. Furnish this drawing to all Contractors including the installers. Of EJ a End Jack (Ed) a: ,4 eveled Jack (BJ) G = 'm W w 0 m o CONNECTION DETAIL (2) 16d GUN NAILS ro FOR EACH LOCATION SHOWN TOP & BOTTOM ce�GJ 2x4 SYP Nailer 16" Long Go6'-0" MM. Top & Bottom use 16d ct*L Nails 4" O.C. staggered TYPICAL CORNER SET LAYOUT N.T.S. OPTIONAL WEB CONFIGURATION 12 VARIES (4) 16d NAILS B ��1 See Connection Detail 11-3-12 MAX. SPAN TYPICAL SCISSORS CORNER JACK (CJ) N.T.S. yYi06YAAi'6geP No MANUEL MARTINEZ, P.E. FLORIDA REGISTERED ENGINEER LICENSE # PE 47182 STATE OF . 44/ o O. ems,®�SS4 O R , p 88888A9l